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3190; Rancho Santa Fe Road Bridge; Rancho Santa Fe Road Bridge; 1998-05-01
Hydraulic and Scour Studies for Proposed Rancho Santa Fe Road Bridge on San Marcos Creek I I I I 1 1 Prepared for Dokken Engmeering 3914 Murphy Canyon Road, Suite A-153 San Diego, CA 92123 Prepared by Howard H. Chang May 1998 Howard H. Chang Consultants P.O. Box 9492 1 Rancho Santa Fe, CA 92067 1 Hydraulic and Hydrologic Engineering Erosion and Sedimentation TEL: (619) 756-9050 1 FAX: (619) 756-9460 | J ^ TABLE OF CONTENTS I. INTRODUCTION 1 n. HYDRAULIC STUDY 2 Flood Discharges 2 Hydraulic Analysis 3 Water-Surface Profiles for River Channel 3 Bridge Low Chord 4 Flow Velocities at Bridge Crossing 4 Hydrologic Data Summary 4 m. SCOUR STUDY 5 Mathematical Model for General Scour 6 The 100-yr flood and Flood Series in 100-yr Time Span 6 Simulation of Sediment Delivery 7 Simulated General Scour at Proposed Bridge Crossing 8 Local Scour at Bridge Piers/Bents 8 Total Scour at Bridge Piers 9 IV. DESIGN OF PROTECTIVE SCHEMES 9 V. SELECTION OF RIPRAP FOR BANK PROTECTION 10 Size of Riprap 11 Stone Gradation • 11 Riprap Layer Thickness U Filter Layer Size and Gradation 11 Filter Cloths (Geofabric) 12 Stone Shape 12 Riprap Placement 13 REFERENCES 13 LIST OF FIGURES 15 9 i 1 -i I ! ] I ! 1 1 I I ] FIGURES APPENDIX A PROFILES OF CROSS SECTIONS APPENDIX B. INPUT/OUTPUT LISTINGS OF HEC-2 FOR EXISTING AND PROPOSED CONDmONS APPENDIX C. INPUT/OUTPUT DESCRIPTIONS OF FLUVIAL-12 APPENDIX D. INPUT/OUTPUT LISTINGS OF FLUVL\L-12 FOR PROPOSED CONDmONS HydrauUc and Scour Studies for Proposed Rancho Santa Fe Road Bridge on San Marcos Creek I. INTRODUCTION The hydraulic and scour studies were prepared to provide the necessary information forthe design ofthe proposed Rancho Satna Fe Road Bridge on San Marcos Creek in the City ofCarlsbad, see Fig. 1. The existing Rancho Santa Fe Road Bridge on San Marcos Creek does not have the adequate capacity; therefore, this bridge will be replaced as a part ofthe Rancho Santa Fe Road improvement project. Dokken Engineering is the prime contractor for the bridge and road improvement project sponsored by the City of Carlsbad. Howard H. Chang Consultants is a subcontractor to Dokken Engineering responsible for the hydrology and bridge hydraulics. The proposed new bridge will be located just downstream of and parallel to the existing bridge. The new bridge has two separate parts as shown in Fig, 2. One part is for the southeast bound lanes while the other is for the northwest bound lanes. Each part has a width of 62 feeL The bridge has a total span of360 feet to be supported by two set of bridge piers. Each pier has a width of 4 feet perpendicular to the flow direction. The bridge alignment is not normal to the stream flow. It should be noted that the bridge span was selected in order to avoid interference with the existing vegetation. The proposed bridge was designed to pass the 100-yr flood. The purpose ofthe hydraulic study was to determine the hydraulic geometry of the bridge and roadway profile. In addition, the study provides hydraulic calculations for flood levels and flow velocities under the 50-yr, 100-yr, and overtopping floods as required in the hydrologic data summary. The bridge scour study was made to determine the potential stream channel changes during future floods. The information on scoiu will be used in the design ofthe bridge footings. San Marcos Creek at Rancho Santa Fe Road is located downstream of Lake San Marcos. Since the lake detains ] 1 nearly all the sediment transported in the stream, the channel bed at Rancho Santa Fe Road is susceptible to scour in the future. The purposes ofthe scoiu study were (1) to finalize the hydraulic geometry of the bridge, (2) to provide information on general scour and local scoiu* for the design of bridge piers and abutments, and (3) to provide engineering specifications on the design of bank protection for thc bridge abutments. Two conditions were considered for the studies: the existing conditions and the proposed conditions. The existing conditions refer to the physical conditions of the stream channel with the existing Rancho Santa Fe Road Bridge. The proposed conditions refer to tbe stream channel with the proposed Rancho Santa Fe Road Bridge in place and the existing bridge removed. n. HYDRAULIC STUDY Water-siuface profiles and flow velocities for the stream channel were computed using the HEC-2 program for the existing conditions as well as the proposed conditions. Because ofthe long bridge span as selected, the proposed bridge is not expected to cause significant backwater water effects. The hydraulic design is subject to the requirements, regulations and policy by thc Federal Emergency Management Agency (FEMA), including (1) conveyance of the base (100-yr) flood, and (2) backwater caused by the bridge and embanlanent and all other obstructions to be within one foot above the surface ofthe base flood. Flood Discharges - A hydrology study was made for the project. Flood discharges obtained in the study are tabulated in Table 1. Table 1. Summaiy of floods for San Marcos Creek at project site Floods Peak discharges, cfs 10-yr 7.520 50-yr 14,500 100-vr 16,500 ] 1 I TABLE OF CONTENTS I. INTRODUCTION i n. HYDRAULIC STUDY 2 Flood Discharges 2 Hydraulic Analysis 3 Water-Surface Profiles for River Channel 3 Bridge Low Chord 4 Flow Velocities at Bridge Crossing 4 Hydrologic Data Summary 4 m. SCOUR STUDY 5 Mathematical Model for General Scour 6 The 100-yr flood and Flood Series in 100-yr Time Span 6 Simulation of Sediment Delivery 7 Simulated General Scour at Proposed Bridge Crossing 8 Local Scoiu" at Bridge Piers/Bents 8 Total Scour at Bridge Piers 9 IV. DESIGN OF PROTECTIVE SCHEMES 9 V. SELECTION OF RIPRAP FOR BANK PROTECTION 10 Size of Riprap 11 Stone Gradation 11 Riprap Layer Thickness 11 Filter Layer Size and Gradation 11 Filter Cloths (Geofabric) 12 Stone Shape 12 Riprap Placement : 13 REFERENCES 13 LIST OF FIGURES 15 i Hydraulic Analysis - Locations of cross sections selected for the hydraulic analysis are shown in Fig. 1. The respective cross-sectional profiles are given in Appendix A. Those sections near the bridge crossing and their respective locations are tabulated blow: Table 2. Selected cross sections and their locations Section Number river miles Locations 6.221 Downstream edge of proposed bridge 6.259 Upstream edge of proposed bridge 6.260 Downstream edge of existing bridge 6.280 Upstream edge of existing bridge The HEC-2 computer program was used to compute the water-surface profiles and velocities in the stream channel for the existing conditions as well as the proposed conditions. Cross-sectional data for the channel was digitized fix>m the survey information obtained by in 1998. The HEC-2 study reach starts fiom downstream at Section 6.047 and ends at Sec. 6.387, see Fig. 1, Thesection numbers arc measured in river miles. Results of the HEC-2 computation are described below. Detailed input/output Ustings of HEC-2 runs are given in Appendix B. Water-Surface Profiles for River Channel - Water-surface profiles for the stream charaiel were computed based on the 50-yr and 100-yr floods. Results of the computation are shown in Fig. 3 for the existing conditions, in Fig. 4 for the proposed bridge. The computed 100-yr water-surface elevations are also shown in Fig. 5 for comparison. The niuncrical values for the water-surface elevations are summarized in Table3. Fig. 5 and Table 3 show that the proposed bridge will result in lower flood levels on the upstream side of the bridge. The bridge project will not catise any increase in the 100-yr flood level. 1 Table 3. Computed water-siuface elevations for the 100-yr flood i I I 1 ] I I J J 1 I ! Section number Computed water-surface elevation, feet Section number Existing conditions Proposed conditions 6.047 327.6 327.6 6.084 330.8 330.8 6.118 332.1 332.1 6.157 335.1 335.1 6.191 335.7 335.7 6.221 336.8 336.6 6.259 339.6 337.1 6.260 341.8 6.280 341.1 338.8 6.305 342.2 339.7 6.342 342.5, 340.3 6.387 342.7 340.7 Bridge Low Chord - For a bridge, a fi-eeboard is required for drift passage. The drainage basin of San Marcos Creek has a moderate growth of natural vegetation in the semi-arid climate. The fi-eeboard of about three feet is considered adequate for streams of moderate drift. The recommended bridge low chord elevation is 340 feet which provides a clearance of about three feet. Flow Velocities at Bridge Crossing - The cross-sectionally averaged velocities at the proposed bridge opening were computed to be 10.9 feet per second for the 50-yr flood and 11.4 feet per second for the 100-yr flood. Hydrologic Data Summary - The hydrologic data include characteristics of the design flood, the base flood, the record flow and the overtopping flood. The design fiood is the peak J i discharge selected for the design of the bridge located within a base floodplain. By definition, through lanes will not be overtopped by the design fiood. The base flood is the 100-yr flood for which the exceedance probability is one percent in any given year. The record flood is the greatest recorded flood in the drainage basin; its value is not available. The hydrologic data summary is given in Table 4. The overtopping flood was determined based on the minimum roadway elevation for the bridge assumed to be 343 feet. Table 4. Hydrologic Data Summary I ] ] i 1 n I J 1 I ! J Hydrologic Summary Flood of Record Standard flood Over- topping flood Design Flood Frequency (Yrs.) N/A 50 100 350 100 Discharge (CFS) N/A 14,000 16,5000 28,000 16,500 Water-Surface Elev. (Ft) N/A 336.2 337.1 344 337.1 Velocity (FPS) N/A 10.9 11.4 12.5 11.4 m. SCOUR STUDY Streambed scour at a bridge crossing consists of general scotu- and local scour. The general scour is related to the sediment supplied to and transported out of a channel reach. The local scour is due to the local obstruction to flow by a bridge pier/bent or abutment. To determine the general scour, it is necessary to consider the sediment supply by flow to the channel reach and sediment removal out of the reach. Sediment delivery in the river chaimel and supply to the subject area are related to the flood hydrograph, channel geometry, and sediment characteristics, etc. To accoimt for these factors, it will require mathematical simulation ofthe hydraulics of river flow, sediment transport and stream channel changes. Sediment transport in a stream channel is related to the sediment characteristics. Grain size distributions for bed samples ] ] ] ] :i 1 ! J taken from San Marcos Creek are shown in Fig. 6 Mathematical Model for General Scour - The FLUVIAL-12 model (Chang, 1988) is . employed for this project. For a given flood hydrograph, the FLUVIAL model simulates spatial and temporal variations in water-surface elevation, sediment transport and channel geometry. Scour and ^ fill ofthe stream bed are coupled with width variation in the prediction of river channel changes. Computations are based on finite difFerence approximations to energy and mass conservation that ~l are representative of open channel flow. The model simulates the inter-related changes in channel-bed profile and channel width, based upon a stream's tendency to seek uniformities in sediment discharge and power expenditure. At each time step, scoiu and fill ofthe channel bed are computed based on the spatial variation in sediment discharge along the channel. Channel-bed corrections for scour and fill will reduce the non-uniformity in sediment discharge. Width changes are also made at each tune step, resulting in a movement toward uniformity in power expenditure along the channel. Because the energy gradient is a measure ofthe power expenditure, unifonnity in power expenditure also means a uniform energy gradient or linear water surface profile. A river channel may not have a uniform power expenditure or linear water-siuface profile, but it is constantly adjusting itself toward that direction. The model was calibrated using field data of the San Diego River (Chang, 1982), the San Dieguito River (Chang, 1984), the San Lorenzo River (Chang, 1985), and the San Luis Rey River (Chang, 1990). The 100-yr flood and Flood Series in 100-yr Time Span - The hydrograph forthe 100-yr J flood of San Marcos Creek that was determined in the hydrology study is shown in Fig. 7. It has a short duration with flood discharge rising and falling rapidly as is characteristic ofthe semi-arid I region. In the future, one should expect various flood events. In the time span of 100 years, one may expect statistically one flood event exceeding the 100-year flood, two events exceeding the 50- J year flood, four events exceeding the 25-year flood, ten events exceeding the 10-yr flood, etc. For this river reach, most ofthe sediment transport occurs during major floods. Those events less than \ the 10-yr flood have very limited discharge and hence transport capacity; therefore, only those events greater than the 10-yr flood are included in the flood series for simulation. The sequence of 1 I I ] ] I 1 s i 1 J I ! 1 occurrence of these floods is beyond human prediction, but it is assumed in this study that the oeeuirence follows the following order: 10-yr flood, 30-yr flood, 20-yr flood, 40-yr flood, 15-yr flood, 100-yr flood, 20-yr flood, 15-yr flood, 70-yr flood, and 10-yr flood. This sequence of flood events as shown in Fig. 8 is employed to represent the long-term flood flow. In this flood series, the durations of floods are shorteiied by excluding those portions with flow discharge less than about 1,800 cfs. Since sediment transport is concentrated during periods of higher fiows, such low flow durations may be discounted with no significant effect on the accuracy. Simulation of Sediment Delivery - Sediment delivery is defined as the ciunulative amount of sediment that has been delivered passing a certain channel section for a specified period of time, that is. Y = ^Q.<it (1) where Y is sediment delivery (yield); Q, is sediment discharge; t is time; and T is the duration. The sediment discharge Q, pertains only to bed-material load of sand, gravel and cobble. Fine sediment of clay and silt constitute the wash load may not be computed by a sediment transport formula. Sediment delivery is widely employed by hydrologists for watershed management; it is used herein to keep track of sediment supply and removal along the channel reach Spatial variations in sediment delivery are manifested as channel storage or depletion of sediment associated stream channel changes since the sediment supply fix>m upstream may be different from the removal. The spatial variation of sediment delivery depicts the erosion and deposition along a stream reach. A decreasing delivery in the downstream direction, i.e. negative gradient for the delivery-distance curve, signifies that sediment load is partially stored in the channel to result in a net deposition. On the other hand, an increasing delivery in the downstream direction (positive gradient for the deUvery-distance curve) indicates sediment rcmoval from the channel boundary or net scour. A uniform sediment delivery along the channel (horizontal curve) indicates sediment balance, i.e., zero storage or depletion. Channel reaches with net sediment storage or depletion may be designated in each figure on the basis of the gradient. From the engineering J 7% viewpoint, it is best to achieve a uniform delivery, the non-silt and non-scour condition, for dynamic equilibrium. Spatial variations in sediment delivery as shown in Figs. 9 and 10 indicate the potential for net scour along the stream reach. Such a trend is related to the presence of Lake San Marcos. The lake detains all the bed sediment supply from upstream to result in downstream scour. Simulated General Scour at Proposed Bridge Crossing - The simulated water-surface profile and channel-bed profile changes near the crossing ofthe proposed bridge are shown in Figs. 11 and 12 for the 100-yr flood and the flood series, respectively. The simulated changes in cross- sectional profile at the bridge crossing are shown in Figs. 13 through 16 for these two cases. The deviation ofthe channel-bed elevation fi-om the design (initial) bed level is the general scour. At the bridge crossing, general scour grows with the flood duration and it is simulated to reach the maximum at the end of the flood series. Because ofthe channel-bed scour, water-surface elevations based on the fluvial analysis are generally lower than those based on the fixed channel boundary or HEC-2 analysis. Local Scour at Bridge Piers/Bents - The magnimde of local scour around bridge piers/bents ^ may be estimated using certain estabhshed formulas. The Federal Highway Administration has adopted the following equation (see Hydraulic Engineering Circular No. 18 by Richardson, 1990) J for round-nosed piers/bents or cylindrical piers/bents. I Y/Yi = 2.0 Kl K2 (bA^i)°« F'"^ (2) I where Ys = depth of local scoiu measured from the mean bed elevation, in feet; Kj = correction for pier/bent nose shape, equal to 1 for circular piers/bents J and 1.1 for square-edged piers; K2 = correction factor for angle of attack, equal to 1 for zero skew; I b = proj ected pier/bent width; Y, = approach flow depth; ] ] ! J 1 I I 3 ] i ] J 1 J 1 3 J F = Froude number; and V = velocity of approach flow. The required hydraulic information for this equation are included in the FLUVIAL-12 output with bridge in place. Local scour at thc bridge piers was computed using Eq. 2. Pertinent parameters for the bridge and hydrauhc of flow fix)m the output listings of FLUVIAL-12 at the peak discharge are tabulated below: Yl = depth of flow = 11.4 feet F = Froude number = 0,70 Based on these values, the value for maximum local scour was computed to be 9.9 feet for the pier width of 4 feet. The maximum total scour at the bridge piers is the general scoiu: plus the local scour. The local scour depths at the bridge piers are also plotted in Figs. 13,14,15, and 16. Total Scour at Bridge Piers - Total scour at a bridge pier is the general scour plus the local scour. Values of the total scour as depicted in Figs 13,14,15 and 16 were compared. It can be seen that greater total scour is predicted for the flood series than for the 100-yr flood. The inaximum total scour depths for the piers are summarized below: For the southeast pier, the maximum total scour is to reach thc elevation of 311 feet For the northwest pier, the maximum total scour is to reach the elevation of 315 feet. These total scour depths should be used in the design of bridge piers. If pile c£^s are used, they should be located below these elevations. IV. DESIGN OF PROTECTIVE SCHEMES Protective measures for bridge piers/bents and abutments are required to safeguard these structures against potential scour. Each structure must be strong enough to withstand the force of 1 1 3 I i I J flow and must also be entrenched beyond the potential scour. The abutments should be parallel to flow, covered by bank protection strong enough to withstand the flow velocity. Pile caps for piers, if any, and toe elevations for bank protection should be designed to entrench below the maximum total scour (general and local). The structural design of piCTs/bents should also consider the scour depth. For the southeast pier, the maximum total scour reaching the elevation of 311 feet is recommended for use in the design ofthis pier. For the northwest pier, the maximum total scour reaching the elevation of 315 feet should be used.. If pile caps are used, they should be located below the respective elevations. Maximiun total scour depths at the abutments are not computed. The recommended toe elevations are given below. For the southeast abutment, the recommended toe elevation for bank protection is 311 feet. For the northwest abutment, the recommended toe elevation for bank protection is 323 feet. V. SELECTION OF RIPRAP FOR BANK PROTECTION I Rock riprap is a popular material for bank protection because of its availability and effectiveness. Design Criteria for rock riprap are given by the U.S. Army Corps of Engineers (1970), ^ the Federal Highway Administration (Brown and Clyde, 1989), and California Department of Transportation (1970). Rock riprap must be selected to withstand the velocity of flow and the riprap J revetment should also entrench beyond the potential channel bed scour. The stability of riprap revetment depends on the major factors of stone weight, stone shape, gradation and riprap layer I thickness. Stones used for riprap should be hard, durable, and angular in shape. Slab-like stones, which are susceptible to hydrodynamic forces, should be avoided. Well-graded material should be used for the riprap blanket so that the interstices formed by large stones are filled by smaller ones in an interlocking fashion. Use of poorly graded material may resuh in a blanket with large pockets and 10 J 1 i I 1 1 I 1 ] i ! J loss ofthe bank material. However, poor gradations of rock used as ripn^ can be remedied with a proper filter placed between the ripr^ and bank material. The size of median-weight stone Wjo is the representative size to withstand the design shear, ConUx)l ofthe riprap gradation is made by visual inspection. Specifications for riprap stones pertain to the stone size, stone shape, stone gradation, riprap placement and riprap layer thickness are given below. Size of Riprap - The selection of riprz^ size was in consideration of the recommendations by the Corps of Engineers (1970). From the HEC-2 output, the mean flow velocities along the bank protection are generally below 12 feet per second at the peak 100-yr flood. On the basis of the velocities, the median weight of riprap should be 500 lbs which has the equivalent diameter of 21 inches. ' Stone Gradation - The gradation of stones in riprap revetment affects the ripr^'s resistance to erosion. The stones should be reasonably well graded throughout the in-place layer thickness. Specifications given below provide for two limiting gradation curves, 95 - 100 % ofthe stones should be larger than 75 lb. 50 -100 % ofthe stones should be larger than 500 lb. 0 - 5 % of the stones should be larger than Vz ton. Any stone gradation, as deteimined fi^m a field test sample, that Ues within these limits should be acceptable. The gradation limits should not be so restrictive that stone production costs would be excessive. J I Riprap Layer Thickness - Use the thickness of 2.75 feet Filter Layer Size and Gradation - Two 5-in. filter layers are needed. The top layer beneath the riprap layer has the following gradation size range: 12.2 mm < d]5<98mm 13.7 mm < djo 11 1 1 98 mm < dg5 Based on the range given above, the following size gradation for top filter is recommended. di5 of top filter = 30 mm djo of top filter = 60 mm dgs of top filter = 130 mm This gradation is similar to No. 3 backing under the Caltrans specifications. The lower filter layer beneath the top filter layer has the following gradation size range 1.15mm<di5<9.2mm 1.5 mm < djo < 28 mm and dgs > 6 mm J The following average size gradation for this layer is recommended ^ di5 = 3 mm, dso ~ 6 mm ^ dg5 =12 mm 1 1 J j 1 I ! J The two 5-inch layers may also be replaced by a single 9-inch layer with the size gradation ofthe top filter layer. Filter Cloths (Geofabric) -R.equired Stone Shape - Riprap stones should be blocky in sh^e rather than elongated, as more nearly cubical stones "nest" together best and are most resistant to movement. The stone should have sharp, 12 ] 1 1 clean edges at die intersections of relatively flat faces. Cobbles with rounded edges are less resistant to movement, although the drag force on a rounded stone is less than on sharp-edged, cubical stones. As the internal fiiction angle of a graded mass of cobbles is less than an equal mass of cubical f stones, the cobble mass is more likely to be eroded by chaimel flow. The following shaip limitations are specified for riprap obtained from quany operations: (1) The stone shall be predominantly angular in shape. (2) Not more than 25 percent of the stones reasonably well distributed throughout the gradation shall have a length more than 2.5 times the breadth or thickness. (3) No stone shall have a length exceeding 3.0 times its breadth or thickness. I ] Riprap Placement - Riprap should be placed on the filter blanket or direcfly on the prepared J slope when the filter blanket is not required. The placement may be accompUshed by dumping stones fiom trucks directly or by hand Draglines with buckets and other power equipment are also used in the placement. The ripr^ should be so placed that there is approximate uniformity with no segregation in size. i I 1 J J 1 j I I REFERENCES Brown, S. A. and Clyde. E. S., 1989, "Design of Riprap Revetment", FHA-IP-89-016, Hydraulic Engineering Circular No. 11. CaUfomia Department of Transportation, "Bank and Shore Protection m CaUfomia Highway Practice", 1970. Chang, H. H., 1982, "Mathematical Model for Erodible Channels", Joumal of the Hydraulics Division, ASCE. 108(HY5), 678-689. Chang, H. H., 1984, "Modeling River Channel Changes", Jowrwa/ of Hydraulic Engineering, ASCE, 110(2), 157-172. 13 J 1 ] ] i I J 1 J I I J Chang, H. H., 1985, "Water and Sediment Routing Through Curved Channels", Joumal of Hydraulic Engineenng, ASCE, 111(4), 644-658. Chang, H. H., Fluvial Processes in River Engineering, John Wiley & Sons, New York, 1988,432 pp. Chang, H. H. and Stow, D., 1989, "Mathematical ModeUng of Fluvial Sand Delivery", Joumal of Waterway. Port, Coastal, and Ocean Engineering, 115(3), 311-326. Chang, H. H., 1990, "Test and Calibration Smdy of FLUVL\L-12 Using Data From the San Luis Rey River", prepared for Nolte and Associates and the San Diego County Water Authority. Corps of Engineers, "Hydraulic Design of Flood Control Channels", EM 1110-2-1601,1970. Richardson, E, V., 1990, "Evaluating Scour at Bridges", HydrauUc Engmeering Circular No. 18, U. S. Dept ofTransportation, Federal Highway Administration. 14 ! LIST OF FIGURES i Fig, 1, Study reach of San Marcos Creek with cross section locations Fig. 2. Cross-sectional view of proposed bridge J Fig. 3. Water-surface and channel-bed profiles for the existing conditions based on HEC-2 analysis Fig. 4. Water-surface and channel-bed profiles for the proposed conditions based on HEC-2 analysis ' Fig. 5. Comparison ofwater-surface profiles for 100-yr flood - Fig. 6. Grain size distributions of bed material Fig. 7. Hydrographs for 100-yr and 10-yr floods Fig. 8. Flood series in 100-yr time span Fig. 9. Spatial variations in sediment deUvery during 100-yr flood Fig. 10. Spatial variations in sediment deUvery during flood series Fig. 11. Water-surface and channel-bed profiles of stream reach during 100-yr flood ^ Fig. 12. Water-sinface and channel-bed profiles of stream reach during flood series Fig. 13. Simulated changes due to scour at bridge crossing during 100-yr flood J Fig. 14. Simulated changes due to scour at bridge crossing during 100-yr fiood Fig. 15. Simulated changes due to scour at bridge crossing during flood series I Fig. 16. Simulated changes due to scour at bridge crossing during flood series i ] J 1 I I ! 1 15 L i««J Fig. 1. Study reach of San Marcos Creek with cross section locations • L \ , RUCHO SikNTA FE ROAO y Fig. 2. Cross-sectional view of proposed bridge I i i San Marcos Creek Water-Surface and Channel-Bed Profiles Based on HEC-2 Analysis 350 345 340 - 335 - 330 - 325 - 320 - 315 Elev., feet 310 6.05 6.1 JO- V- 50-yr water surface 100—yr water—aurface Channel bed 6.15 6.2 6.25 6.3 Channel station, river miles 6.35 6.4 Fig. 3. Water-surface and channel-bed profiles for the existing conditions based on HEC-2 analysis L_. I J San Marcos Creek Water-Surface and Channel-Bed Profiles Based on HEC-2 Analysis 350 Elev., feet 6.05 6.1 6.15 6.2 6.25 6.3 Channel station, river miles 6.35 6.4 Fig, 4. Water-surface and channel-bed profiles for the proposed conditions based on HEC-2 analysis I i San Marcos Creek Comparison of 100-yr Water-Surface Based on HEC-2 Analysis 350 Elev., feet 345 - 340 335 - 330 - 325 - 320 - 315 310 6.05 6.1 6.15 6.2 6.25 6.3 Channel station, river miles 6.35 6.4 Fig. 5. Comparison ofwater-surface profiles for 100-yr flood San Marcos Creek Grain Size Distributions near Rancho Santa Fe Road 100 Percent passing 0.01 0.1 10 100 Grain size, mm Fig. 6. Grain size distributions of bed material San Marcos Creek Hydrographs at Rancho Santa Fe Road 18 17 16 15 14 13 12 11 10 9 8 7 6 h 5 4 3 h 2 1 0 Discharge, cfs (Thousands) 100-yr flood 10-yr flood 0 6 8 10 Fig. 7. Hydrognq>hs for 100-yr and 10-yr floods 1 w San Marcos Creek Hydrograph for Flood Series Discharge, cfs (Thousands) 0 10 20 30 40 50 60 70 Time, hrs. 80 90 100 110 120 Fig. 8. Flood series in 100-yr time span I turn tail .—J San Marcos Creek Spatial Variations in Sediment Delivery During lOO-^yr flood Delivery, 1000 tons 5.5 5.6 5.7 5.8 5.9 6 6.1 6.2 6.3 6.4 6.5 6.6 6.7 6.8 6.9 7 Channel station, river miles Fig. 9, Spatial variations in sediment delivery during 100-yr flood I U- III • L —..J —U U—. San Marcos Creek Spatial Variations in Sediment Delivery During 100-yr flood series 140 Delivery, 1000 tons 120 - 100 -T 5.5 5.6 5.7 5.8 5.9 6 6.1 6.2 6.3 6.4 6.5 6.6 6.7 6.8 6.9 7 Channel statiqn, river miles Fig. 10. Spatial variations in sediment deUvery during flood series San Marcos Creek Water-Surface and Channel-Bed Profiles During 100-yr flood 390 380 370 360 350 340 330 320 310 300 290 280 Elev., ft 270 Peak water surface Bed at peak flow H Initial bed 9- Bed at end of flood 5.5 5.6 5.7 5.8 5.9 6 6.1 6.2 6.3 6.4 6.5 6.6 6.7 6.8 Channel station, river miles 6.9 Fig. 11. Water-surface and channel-bed profiles of stream reach during 100-yr flood San Marcos Creek Water-Surface and Channel-Bed Profiles During 100-30* flood series 390 380. 370 360 350 340 330 320 310 300 290 280 Elev., ft 270 Peak water surface Bed at peak flow H Initial bed Bed at end of series 5.5 5.6 5.7 5.8 5.9 6 6.1 6.2 6.3 6.4 6.5 6.6 6.7 6.8 6.9 Channel station, river miles Fig. 12. Water-surface and channel-bed profiles of stream reach during flood series . • San Marcos Creek Sec. 6.221 (downstream face of bridge) During 100-yr flood 350 345 Elev., feet Initial profile Bed at peak flow Bed at end of Flood 400 450 500 550 600 650 Station (looking downstream), feet With proposed bridge 700 750 li Simulated changes due to scour at bridge crossing during 100-yr flood \ . —^J IRKI San Marcos Creek Sec. 6.259 (upstream face of bridge) During 100-yr flood Elev feet 350 34f 335 - 330 - 325 - 320 - 315 - 310 340 Initial profile Bed at peak flow -e- Bed at end of flood 380 420 460 500 540 580 620 Station (looking downstream), feet With proposed bridge Fig. 14, Simulated changes due to scour at bridge crossing during 100-yr flood 660 700 1 ' San Marcos Creek Sec. 6.221 (downstream face of bridge) During flood series -.350 345 340 335 ,330 325 320 315 r .310 't:iev.,vfeet TH- Initial profile -*~ Bed at peak flow -B- Bed at end of series -350 400 450 500 550 ,600 650 K Station (looking downstream), feet f i • With proposed bridge Fig. 15. Simulated changes due to scour at bridge crossing during flood series 700 750 U-I wmm bu*l — San Marcos Creek Sec. 6.259 (upstream face of bridge) During flood series Elev., feet. 350 345 . 1 - • 1 Initial profile • Bed at peak flow Bed at end of series I / 1 _J : , 420 ,460 500 540 580 ^ Station (looking downstream), feet ^ ^ ' With proposed bridge • ' Fig. 16. Simulated changes due to scour at bridge crossing during flood series • h - It 700 •1 I ] ] I I ] J I J APPENDIX A. PROFILES OF CROSS SECTIONS Profile of Section 6.047 345 Elev.. ft 310 400 425 450 475 600 525 550 575 600 625 650 Station (looking downstream), ft ProfUe of Section 6.083 Elev., ft 345 340 - 335 330 -"V— 325 320 - 315 - 310 400 425 450 475 500 525 550 575 600 625 650 Station (looking doirnstream). ft J 1 J 1 ] 3 ] ] I ] I J i ! Profile of Section 6.117 350 Elev., ft 320 - 315 325 350 375 400 425 450 475 500 525 550 575 600 station (looking downstream), ft Proflle of Section 6.157 350 Elev.. ft 345 340 335 330 325 320 - 315 350 400 450 500 550 600 650 700 Station (looking downstream), ft 750 BOO ProfUe of Section 6.191 350 ElcT.. ft ] I 1 ] I I 1 J I I 315 350 400 450 500 550 600 650 700 Station (looking downstream), ft 750 aoo I J ] i ] ] I I ] • J J i I ] 355 Elev., ft 320 300 400 350 Elev.. ft 320 - 315 ProfUe of Section 6.221 Existing conditions 500 600 700 800 Station (looking downstream), ft ProfUe of Section 6.221 Proposed condlUons 900 1000 350 400 450 500 550 600 650 Station (looking downstream), ft 700 750 ] 3 ] ] 1 I ] J J I Profile of SecUon 6.259 Existing cooditloDs 355 Elev.. ft 325 - 320 100 200 300 400 500 600 700 800 Station (looking downstream), ft 900 1000 ProfUe of Section 6.259 Proposed condlUons - Along bridge 355 350 345 340 335 330 325 Elev.. ft 320 300 350 400 450 500 550 600 Station (looking downstream), ft 650 700 J ] ProfUe of Section 6.280 Rn sting conditions - Along bridge Elev.. ft 355 350 345 340 335 330 h 325 - i > 320 250 300 350 400 450 500 550 600 650 700 750 800 850 Station (looldng downstream), ft J 355 Elev.. ft 320 ProfUe of Section 6.280 Proposed condlUons - Normal to now 400 450 500 550 600 650 700 StaUon (looking downstream), ft 750 800 ProfUe of Section 6.305 g-riaUng conditions 355 Elev.. ft ] ] 1 ] 1 1 ] J I ] 320 400 450 355 Elev., ft 500 550 600 650 700 Station (looking downstream), ft ProfUe of Section 6.342 Existing conditions 750 800 320 250 300 350 400 450 500 550 600 650 Station (looking downstream), ft 700 750 ProfUe of Section 8.387 EMsting conditions J 1 ] 1 1 ] 355 Elev., ft 320 250 300 350 400 450 500 550 600 650 Station (looking downstream), ft 700 750 1 ] J J APPENDK B. INPUT/OUTUT LISTINGS OF HEC-2 FOR EXISTING AND PROPOSED CONDmONS * HSC-2 HATER SURFACE PROFILES * VerBion 4.6.2; Hay 1991 • RUN DATE 09HAY98 TIME 08:04)12 U.S. ARMY CORPS OF DIGINEERS HYDROLOGIC DIOIirEERIllG CENTER €09 SECmS STREET, SUITE D DAVIS, CALIPORNIA 95616-4S87 (91C) 756-1104 ] X X XXXXXXX xxxxx xxx XX xxx X XXXXXXX xxxx X xxx X xxx XX X X XXXXXXX XXXXX XXXXX X X X XXXXX xxxxx X X XXXXXXX THIS RUf EXECUTES 09HAy98 08:04:12 HEC-2 HATER SURFACE PROFILES Vcnion 4.6.2; Hay 1991 Tl SAH MARCOS OIBEK MEAR RAHC^ SAHTA FE ROAD. EXISTIHG COHDITICMS T2 FOR CITY OF CARLSSAD AHD DOKXai T3 SO-YK FLOOD, HAY 1998, HONARD H. CHAHG Jl ICKBCK INO HIHV IDIR STRT HETRIC HVINS Q HSEL FQ 0 2 0 0 0.0120 0 . 0 0 325 J2 HPROF IPLOT PRFVS XSECV XSECH FH ALLDC IBH CHHIM ITRACE 1 0 -1 0 0 0 0 0 0 QT 2 14000 16500 HC 0.040 0.040 0.060 0.1 0.3 XI 6.047 17 460 526 2S0 450 350 GR 338.0 424 330.0 441 327.9 446 318.7 460 314 6 469 GR 312.1 475 312.2 481 313.6 485 313.3 511 314 3 526 GR 330.4 555 331.1 558 327.4 559 328.0 571 327 8 590 GR 338.0 «23 340.0 644 XI 6.083 24 454 523 210 175 193 GR 340.0 398 330.0 411 322.7 440 321.0 450 319 5 454 GR 319.1 465 316.9 467 317.0 472 319.5 477 319 4 480 GR 317.8 482 317.9 4B6 319.1 488 320.0 508 318 8 510 GR 318.6 520 320.1 523 319.7 537 319.4 548 327 0 561 GR 332.0 570 333 .8 577 333.8 592 344.0 636 HC 0.08 XI 6.117 17 463 543 180 180 180 GR 344.0 336 330.0 382 323.8 423 323.5 428 323 0 449 GR 323.6 4S3 321.7 479 321.0 496 319.8 503 320 0 510 GR 321.1 512 320.7 519 325.4 526 326.9 543 326 9 557 GR 331.0 571 342.0 598 XI 6.1S7 20 443 556 180 225 210 X3 660 GR 346.0 367 332.0 410 332.5 414 325.0 443 324 2 466 OR 322.0 497 321.3 503 321.6 509 322.2 510 322 4 516 GR 324.4 521 325.2 533 327.0 SS6 326.9 587 327 1 601 GR 327.7 612 329.3 641 329.6 644 332.0 671 334 0 787 B-1 J 1 ] ] ] 3 I I ] J J i I J XI 6.191 18 451 557 160 190 178 X3 650 GR 348.0 391 341.0 413 325.9 451 324.6 476 333 .7 GR 324.3 491 335.3 499 323.8 520 325.4 528 326.4 GR 327.1 603 327.2 604 328 613 330 660 332 GR 334 705 336 732 338 760 EXISTING CC^ITIOHS DOHNSTREAM FACE OF PROPOSED RSF BRIDGE DDHNSTREAM PACE OF ' PROPOSED RSF BRIDGE XI 6.221 23 385 566 350 110 170 0.50 X3 720 GR 350.0 315 345.7 355 331.0 385 330.4 396 322.6 GR 322.1 431 326.5 455 326.9 485 336.7 525 325.5 GR 326.0 595 326.8 631 328.0 673 337.1 700 327.2 GR 328.0 734 338.7 762 330.0 787 330.0 803 329.5 GR 330.0 821 330.8 852 332.0 991 UPSTREAM FACE OF PROPOSED RSF BRIDGE XI 6.259 24 350 569 200 200 200 0.50 X3 350 338 720 390 GR 348.0 ISO 347.9 185 343.0 217 338.5 244 336.7 GR 334.3 325 332.9 350 329.6 376 327.7 417 338.1 GR 325.7 463 325.9 506 326.2 545 329.6 559 334.7 GS 333.3 619 333.0 672 333.7 685 332.6 743 331.0 OR 332.4 829 334.4 869 335.9 917 337.0 943 EXISITNG BRIDGE STARTS NC 0.05 0.3 0.5 XI 6.260 25 405 605 . 20 20 20 0.707 X3 720 337 GR 341.0 270 340.1 304 339.7 349 338.9 399 338 GR 327.2 425 325.6 437 324.7 449 324.9 463 335.3 GR 324.2 487 323.2 498 325.9 511 326.4 518 325.4 GB 326.7 559 327.5 578 328.1 593 336 605 337.3 GR 337.7 653 336.4 702 335.9 754 335.4 807 335.5 SB 1.1 1.65 3 " 0 170 8 1330 0 323 .2 UPSTREAM PACE OF EXISTIHG RSF BRIDGE XI 6.280 70 70 70 0.707 X2 1 335.2 336 0.707 X3 10 BT -15 270 341 341 304 340.1 340.1 349 339.7 BT 399 338.9 338.9 405 338.6 338.0 450 338.3 BT SOO 338.0 336.0 550 338.4 336.4 605 337.3 BT 610 337.3 337.3 653 337.0 337.0 703 336.4 BT 754 33S.9 335.9 807 335.4 335.4 811 335.5 HC O.OS 0.1 0.3 XI • 6.305 12 460 543 80 200 135 GR 339.0 433 328.9 460 327.1 482 325.7 487 335.2 GR 326.5 500 337.5 512 327.8 543 329.2 564 338.0 GR 343.3 764 346 800 XI 6.343 27 4€4 537 195 195 195 GR 346 375 344 295 342 313 340.0 327 338.0 GR 336.0 367 334.0 398 333 .0 419 331.5 442 330.4 GR 326.5 473 326.7 474 324.8 480 325.9 503 327.4 GR 327.1 537 339.4 540 332.6 581 336.0 608 338.0 GR 338.5 £45 338.5 651 339.3 671 342 .8 681 344.1 GR 345.1 740 345.4 744 XI 6.387 14 469 537 235 235 235 GR 342.0 296 331.5 409 329.7 469 327.7 471 326.1 GR 324.8 508 326.4 511 -330.3 519 333 .2 537 337.7 GR 338.3 605 339.8 640 341.7 661 343.6 691 SEOIO DEPTH CHSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROS ALOB ACH AROB VOL THA R-BANK ELEV TIME VLOB VCH VROB XHL XHCR XHR WTN ELMIH SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 479 55? 684 •PROF 1 CCHV- ,100 CEHV-.300 404 566 700 809 302 446 569 765 405 473 533 610 Sll 323.3 339.7 336.3 335.3 336.4 335.5 497 698 345 464 511 636 705 488 581 B-2 •SEOIO 6.047 6.047 14000.0 .00 .012116 14.28 326.38 330.9 12038.3 8.60 14.50 250. 350. .00 1630.7 12.40 450. 325.00 38.5 .040 0 329.50 830.1 .060 0 3.11 131.5 .040 3 .00 .0 .000 .00 .00 ,0 312.10 97.78 318.70 314.30 449.98 547.76 •SECNO 6.083 3301 HV CRANOED MORE THAN RVIHS 6.083 14000.0 .00 .007879 12.51 2106.4 10.44 210. 329.41 7443.6 10.25 193. .00 4450.0 13.58 175. .00 201.8 .040 3 331.44 726.4 .060 0 2.03 327.7 .040 0 1.84 4.9 .000 .00 .11 .6 316.90 152.01 319.50 320.10 413.33 565.34 • SECaiO 6.117 6.117 14000.0 .01 .013050 11.22 7131.2 14.68 180. 331.03 6044.9 8.77 180. .00 623. B 9.50 180. .00 485.6 .040 2 333.32 688.9 .080 0 2.30 86.7 .040 0 1.80 10.2 .000 .00 .08 1.3 319.80 192.40 323.60 326.90 376.65 571.05 •SECNO 6.157 3280 CROSS SECTION 6.16 EXTENDED .17 FEET 3301 HV CHANGED HORE THAH HVINS ] 1 1 1 1 3302 HAKHIHGi COKVEYAHCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.65 3470 aiatOACBMENT STATIONS- .0 6.157 12.87 334.17 .00 14000.0 1267.8 6906.S 5825.4 .02 7.37 6.01 8.49 .004789 180. 210. 225. •SEOIO 6.191 3470 EHCR0ACT4EHT STATIWS- .0 6.191 12.22 334.92 .00 14000.0 717.7 6571.1 6711.2 .02 7.01 6.31 9.94 .005261 160. 178. 190. •SEC3fO 6.221 3280 CROSS SECTIOH 680.0 TYPE* 1 TARGET' .00 334.99 .82 171.9 1149.6 686.5 .040 .060 .040 2 0 0 6.23 EXTEHDED 650.0 TYPE- 1 .00 335.98 102.4 1058.2 .040 .080 2 0 3.87 FEET TARGET- 1.06 675.3 .040 0 679.999 1.52 .15 17.9 2.4 .000 321.30 .00 276.65 649.999 .91 25.9 .000 .00 .07 3.4 332.70 221.71 325.00 327.00 403.35 680^.00 325.90 336.40 438.39 650.00 3302 WARHIHG: COHVEYAHCE CHAHGE OUTSIDE OP ACCEPTABLE RANGE, KRATIO - 1.42 3470 EHCROAOIHENT STATIONSi .0 720.0 TYPE- D0HH5TREAH PACE OF PROPOSED RSF BRIDGE 6.231 14000.0 .03 .003620 13.77 33.3 2.75 250. 335.87 3847.9 4.24 170. .00 10116.8 7.06 110. .00 13.1 .040 3 336.51 906.6 .080 0 1 TARGET* .64 1432.5 .040 0 719.999 .49 32.7 .000 .00 .04 4.3 332.10 307.97 331.00 325.50 345.03 653.00 •SECaiO 6.259 3280 CROSS SECTIOM 6.26 EXTDIDED 2.00 FEET 3301 KV CHANGED HORS THAN HVINS 3685 20 TRIALS ATTD4PTED HSEL.CHSBL 3693 PROBABLE HIHIHUH SPECIFIC EHKRaY 3720 CRITICAL DEPTH ASSUHED 3470 DICROAOIMENT STATIOHS- ELENCL- 338.00 ELENCR- 350.0 390.00 720.0 TYPE-1 TARGET-370.000 B-3 UPSTREAH FACE OF PROPOSED RSF BRIDGE 6.259 14000.0 .03 .010148 13.30 156.4 3.40 200. 339.00 1353.2 3.78 200. 339.00 12490.4 12.06 200. .00 46.0 .040 20 341.03 357.7 .080 10 2.04 1035.9 .040 0 .92 41.4 .000 .00 .42 5.8 325.70 351.41 338.00 334.70 210.09 561.50 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CCHV- .300 CEHV- •SECNO 6.260 3280 CROSS SECTIOH CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR .500 6.26 EXTEHDED WSELK ALOS XHL ITRIAL 5.63 FEET EG ACH XNOI IDC HV AROB XHR ICOHT HL VOL HTH CORAR OLOSS TWA ELMIN TOPWID L-BAHK ELEV R-BANK ELEV SSTA ENDST 3301 HV CHANGED MORE THAN KVIHS 3303 WARNING: CONVEYANCE CHANGE OUTSIDE OP ACCEPTABLE RAHGE, KRATIO - 3.00 3470 ENCROACXMENT STATIOHS- 6.360 14000.0 .04 .001137 17.92 213.0 1.66 20. 341.12 11477.2 5.68 30. .0 .00 2309.8 3.45 20. 730.0 TYPE- .00 128.1 .040 3 341.56 3031.1 .050 0 1 TARGET- .44 670.4 .040 0 719.999 .05 .48 43^4 5.9 .000 323.20 .00 382.49 338.00 336.00 270.00 652.49 1 1 ] SPECIAL BRIDGE SB XK 1.10 XKOR 1.65 •SECNO 6.280 3380 CROSS SECTirai COFQ 3.00 RDLBI .00 6.28 EXTENDED BWC 170.00 5.10 FEET BHP BAREA 8.00 1330.00 3301 HV CXANGED MORE THAN HVINS 3302 WARNING: COHVEYAHCE CHAHGE OUTSIDE OF ACCEPTABLE RAlfGE, KRATIO PRESSURE AND HEIR FLOH, Weir Submergence Based on TRAPEZOIDAL Shape EGPRS EGLHC 343.96 341.60 H3 .03 QHEIR 6173. QPR 5812. BAREA TRAPEZOID AREA 1330. 1944. SS .00 SLCKU 323.20 .63 ELLC 335.30 ELTRD 336.00 ELCHD 323.20 WEIRLN 382. J UPSTREAM FACE OF EXISTIHG RSF BRIDGE 6.280 17.40 340.60 .00 .00 341.61 1.01 14000.0 123.4 11756.2 2120.4 57.1 1377.1 420.6 .04 2.16 8.54 5.04 .040 .050 .040 .002836 70. 70. 70. 3 0 5 CCHV- .100 CEHV- -SEQTO 6.305 3280 CROSS SECTIOH .300 €.30 EXTENDED .05 .00 338.00 46.3 6.5 336.00 .000 323.20 277.55 .00 262.87 540.42 2.52 FEET 3301 KV CHANGED HORE THAH HVINS i I J 3302 WARNING: CONVEYANCE OIAHGE OUTSIDE OF ACCEPTABLE RAHGE, KRATIO 1.71 6.305 14000.0 .05 .000971 16.31 835.3 4.04 80. 341.51 6425.9 5.42 135. .00 6748.9 4.78 300. .00 304.3 .040 2 341.91 1184.6 .050 0 .40 1411.0 .040 0 B-4 .24 54.6 .000 .00 .06 7.5 335.20 308.78 338.90 327.80 433.00 741.78 •SECHO 6.342 6.342 14000.0 .06 .000846 16.95 4315.8 4.30 195. 341.75 566€.4 5.18 195. .00 4017.8 4.31 195. .00 1003.6 .040 2 342.09 1094.7 .050 0 .34 932.2 .040 0 .18 67.6 .000 .00 .01 9.0 324.80 363.27 330.40 327.10 314.74 678.00 •SECHO 6.387 6.387 14000.0 .07 .001187 17.12' 341.92 .00 .00 342.35 €€20.7 5526.0 1653.3 1263.1 951.6 5.81 3.68 .040 .050 235. 235. 235. 2 Q .44 503.9 .040 0 .23 83.2 .000 .00 .03 11.0 324.80 367.55 329.70 333.20 296.88 664.44 B-5 Tl SAN MARCOS CREEK NEAR RANCHO SAHTA FE RQAD, EXISTIHG COHDITIOHS T2 POR CITY OF CARLSBAD AHD DOKXBl T3 100-YR FLOOD, HAY 1998, HOWARD H. OIAHG Jl ICHECK 0 J2 NPROF 15 INQ 3 IPLOT 0 NINV 0 PRFVS -1 IDIR 0 XSECV 0 STRT 0.0120 XSECH 0 HETRIC 0 FN 0 HVINS 0 ALLDC 0 IBW HSEL 325 CHNIM 0 FQ ITRACE 09MAY9e 08:04:12 PAGE SECHO Q TIHE SLOPE DEPTH QLOB VLOB XLOBL CHSEL QCH VOI XLOI CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACS XNCH IDC HV AROB XHR ICOHT HL VOL HTH CORAR OLOSS TWA ELMIN TOPHID L-BAHK ELEV R-BAHK ELEV SSTA QIDST ] ] •PROP 2 CCHV- .100 CEHV- •SEOtO €.047 3365 DIVIDED FLOW 6.047 16500.0 .00 •011809 15.53 488.4 9.39 250. .300 327.63 13917.9 15.25 350. .00 2093.8 13.03 450. 325.00 52.0 .040 0 331.05 912.6 .060 0 3.42 160.6 .040 3 .00 .0 .000 .00 .00 .0 312.10 106.38 318.70 314.30 448.35 563.65 I I 1 •SECNO 6.083 3301 KV CHAHGED MORE THAN HVIH5 6.083 16500.0 .00 .006694 •SECXO 6.117 6.117 16500.0 .01 .010895 13 .90 2792.0 10.69 210. 12.32 8529.7 14.69 180. 330.80 8432 .9 10.26 193. 332.12 6751.0 8.69 180. .00 5275.3 13 .59 175. .00 1219.3 10.24 180. .00 261.1 .040 3 .00 580.8 .040 2 332.85 822.0 .060 0 334.45 777.1 .080 0 2.05 386.1 .040 0 2.33 119.1 .040 0 1.66 5.7 .000 .00 I. Sl II. 8 .000 .00 .14 .6 316.90 157.88 .08 1.3 319.80 198.73 319.50 320.10 409.96 567.84 322.60 326.90 375.03 573.76 -SECHO 6.157 3280 CROSS SECTiaS 6.16 EXTEHDED l.OS PEFT 3301 HV CHAHGED HORE THAN HVINS 3302 WARHIHG: COHVEYAHCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.55 3470 QfCROACHHEHT STATIOHS- 6.157 16500.0 .02 .004539 09MAY98 13.75 1627.8 7.82 180. 335.05 7726.0 6.18 210. 08:04:12 .0 .00 7146.3 8.98 225. 680.0 TYPE- .00 208.2 .040 2 335.96 1249.6 .080 0 1 TARGET- .91 796.2 .040 0 SECNO DEPTH CWSEL CRIWS HSELK EG HV 679.999 1.37 20.7 .000 .00 .14 2.5 321.30 279.37 325.00 327.00 400.63 680.00 PAGE 10 HL OLOSS L-BANK ELEV B-6 Q TIME SLOPE QLOB VLOB XLOBL XLCH QROB VROB XLOBR ALOB XNL ITRIAL XHOI IDC AROB XHR ICOHT VOL HTN CORAR THA ELMIN TOPHID R-BANX ELEV SSTA ENDST •SEOfO 6.191 3470 EHCROAOIHEHT STATICmS- .0 G.191 13.03 335.73 .00 16500.0 911.6 7556.6 8031.8 .02 7.49 6.60 10.70 .005363 160. 178. 190. 650.0 TYPE- 1 TARGET- .00 ' 336.95 1.22 121.7 1144.2 750.7 .040 .080 .040 3 0 0 •SEC3(0 6.221 3280 CROSS SECTIOH 6.22 EXTENDED 4.78 FEET 649.999 .90 29.5 .000 .00 .09 3.5 322.70 223.75 325.90 326.40 426.25 650.00 3301 HV CHAHGED HORE THAN HVINS 3302 HARHING: COHVEYAHCE CHAHGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.46 ] 3470 EHCROACaHBIT STATIOIS-.0 720.0 TYPE- DOHNSTREAM FACE OF PROPOSED RSF BRIDGE 6.221 16500.0 .03 .002517 14.68 51.5 3.02 250. 336.78 4357.8 4.41 170. .00 12090.6 7.44 110. .00 17.0 .040 2 337.49 988.7 .080 0 1 TARGET- .71 1625.3 .040 0 719.999 .46 37.1 .000 .00 .05 4.4 322.10 306.90 331.00 325.50 344.10 653.00 •SECHO 6.259 3380 CROSS SECTION 6.3€ BXTQIDED 2.56 FEET 3301 HV CHAHGED HORE THAH HVIHS 36B5 20 TRIALS ATTEMPTED HSEL,CHSEL 3693 PROBABLE MINIMUM SPECIFIC BfSROY 3730 CRITICAL DEPTH ASSUHED 3470 BICROACRHEHT STATIOHS- ELEHCL-338.00 ELSHCR- 350.0 390.00 720.0 TYPE-1 TARGET- UPSTREAM PACE OF PROPOSED RSF BRIDGE 6.259 13.8C 339.56 339.56 .00 341.75 2.19 16500.0 3€0.€ 1743.1 14396.3 77.9 420.0 1142.3 .03 4.63 4.15 13.60 .040 .060 .040 .009858 200. 200. 200. 30 10 0 370.000 .69 46.9 .000 .00 .44 5.9 325.70 353.61 338.00 334.70 207.89 561.50 09MAY98 08:04:12 PAGE 11 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CHSEL QCH VCH XLCH CRIHS QROB VROB XLOBR HSELK ALOB XHL ITRIAL EG ACH XHCH IDC HV AROB XHR ICOHT HL VOL WTH CORAR OLOSS THA ELMIH TOPHID L-BAHK ELEV R-BAHK ELEV SSTA EHDST CCHV- .300 CEHV- •SECNO 6.260 3280 CROSS SECTION .500 6.26 EXTENDED €.29 PEET 3301 HV CHANGED MORE THAH HVINS 3302 WARHIHG: CCUfVEYAHCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 3.81 1 3470 QICROACKMQJT STATIOHS- .0 6.260 18.60 341.80 .00 16500.0 418.4 13040.6 3040.9 .03 2.18 6.16 3.96 .001248 20. 20. 20. 720.0 TYPE- .00 192 .2 .040 3 342.31 2116.2 .050 0 1 TARGET- .51 7€8.3 .040 0 719.999 .05 .50 48.0 6.0 .000 323.20 .00 382.49 338.00 336.00 270.00 653.49 B-7 SPECIAL BRIDGE SB XX XKOR 1.10 1.65 •SECNO 6.280 3380 CROSS SECTION COFQ 3 .00 ROLBf .00 6.28 EXTOnSD BWC 170.00 5.61 FEET BWP BAREA 8.00 1330.00 SS .00 ELCKU 323.20 ELOIO 323.20 3301 HV CHANGED MORE THAH HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RAHGE, KRATIO PRESSURE AHD WEIR FLOW, Heir Submergence Baaed on TRAPEZOIDAL Shape .62 1 EGPRS EGLHC H3 QHEIR QPR 345.74 342.35 .04 10399. 6052. UPSTREAH FACE OF EXISTIHG RSP BRIDGE 6.280 16500.0 .04 .003291 17.91 341.11 353.8 13474.9 2.83 9.44 70. 70. .00 2771,4 5.86 70. .00 89.8 .040 3 BAREA TRAPEZOID AREA 1330. 1944. 342.33 1427.8 .050 0 1.33 473.8 .040 5 ELLC ELTRD HEIRUf 335.30 336.00 382. .02 52.1 .000 .00 .00 6.6 323.20 270.42 338.00 336.00 270.00 540.42 09HAY98 08:04:12 PAGE 12 SECHO Q TIHE SLOPE DEPTH QLOB VLOB XLOBL CHSEL QCH VC3I XLCH CRIHS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XHCH IDC HV AROB XHR ICOHT HL VOL WTH CORAR OLOSS TWA ELHIH TOPWID L-BANK ELEV R-BAHK ELEV SSTA EHDST CCHV- .100 CEHV- •SECNO 6.305 3280 CROSS SECTION .300 6.30 EXTENDED 3.20 FEET 3301 HV CHANGED HORE THAH HVIHS 3302 WARNIHG: COTVEYAHCE CHAHGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1,74 6.305 16500.0 .04 .001087 17.00 994.5 4.46 80, 342.20 7351.0 5.92 135. .00 8154.5 5.36 200. .00 222.8 .040 2 343.67 1341.6 .050 0 .47 1550,5 .040 .27 61.1 .000 .00 .07 7.7 325.20 317.33 328.90 327.80 433 .00 750.33 •SEOIO 6.342 6.342 16500.0 .05 .000921 17.68 5234.4 4.70 195. 342.48 €397.8 5.57 195. .00 4867.8 4.70 195. .00 1114.0 .040 3 342.87 1147.6 .050 0 .40 1035.3 .040 0 .19 75.3 .000 .00 .01 9.2 324.80 371.37 330.40 327.10 308.70 680.08 1 J I •SEOIO 6.387 3280 CROSS SECTION 6.387 16500.0 .07 .001256 17.86 7663.2 5.65 235. 6.3 9 EXTENDED 343.€€ 6195.1 6.18 235. .00 2441.7 4.05 235. HEC-3 WATER SURFACE PROFILES .66 FEET .00 1391,3 ,040 2 343.16 1003.0 .050 0 .50 602.6 .040 0 .25 93.2 .000 .00 • 03 11.3 324.80 380.14 329.70 333.20 296.00 676.14 THIS RUN EXECUTED 09HAY98 08:04:13 B-8 Version 4.6.2; Hay 1991 HOTE- ASTERISK C) AT LEFT OF CROSS-SECTKW HUMBER INDICATES MESSAGE IH S»«ARY OF ERRORS LIST 0-YR FLOOD, HAY 1998, SWHARY PRIHTOUT TABLE 150 ] I ] 3 1 1 ] J 1 J 1 I J SEdO 6.047 6.047 6.083 6.083 €.117 €.117 6.157 6.157 6.191 6.191 6.221 6.331 6,259 €.259 6.260 6.260 6.260 6.260 €.305 €.305 6.342 6.342 6.387 6.387 XLOC .00 .00 193.00 193.00 180.00 180.00 210.00 210.00 176.00 178.00 170.00 170,00 200.00 200.00 20.00 20.00 70.00 70.00 135,00 135,00 195.00 195.00 235.00 235.00 ELTRD .00 ,00 ELLC .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 336.00 336,00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 335.20 335.20 .00 .00 .00 .00 .00 .00 ELHIH 312.10 312.10 316.90 316.90 319.60 319.60 321.30 321.30 322.70 322.70 322.10 323.10 325.70 325.70 323.20 323.20 323.20 323.30 325.20 325.20 334.80 324.80 324.80 324.60 14000.00 16500.00 14000.00 16500.00 14000.00 16500.00 14000.00 16500.00 14000.00 16500.00 14000.00 16500.00 14000.00 16500.00 14000.00 16500.00 14000.00 16500.00 14000.00 16500.00 14000.00 16500.00 14000.00 16500.00 CWSEL 326.36 327.63 329.41 330.80 331.02 332.12 334.17 335.05 334.92 335.73 335.87 336.76 339.00 339.56 341.12 341.80 340.60 341.11 341.51 342.20 341.75 342.48 341.92 342.66 CRIHS .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 339.00 339.56 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 EO 329.50 331.05 331.44 332.85 333.32 334.45 334.99 335.96 335.98 336.95 336.51 337.49 341.03 341.75 341.56 342.31 341.61 342.33 341.91 342.67 343.09 342.87 342.35 343.16 SUMHARY PRIHTOXrr TABLE 150 SEOIO Q CHSEL 6.047 14000.00 326.38 6.047 1€500.00 327.63 6.083 14000.00 329.41 6.083 16500.00 330.80 6.117 14000.00 331.02 6.117 16500.00 332.12 6.157 14000.00 334.17 €.157 1€500.00 335.05 6.191 14000.00 334.92 6.191 16500.00 335.73 6.221 14000.00 335,67 6.221 1S500.00 336.78 6,259 14000.00 339.00 6.259 16500.00 339.56 DIFWSP .00 1.25 .00 1.39 .00 1.10 .00 .88 .00 .81 .00 .91 .00 .57 DIFHSX .00 .00 3.03 3.17 1.61 1.32 3.15 2.93 .75 ,68 .95 l.OS 3.13 2.79 0ZFKH8 1.38 3.63 .00 .00 .00 .00 .00 .00 .00 ,00 .00 .00 .00 .00 97.78 106.38 153.01 157.66 192.40 198.73 276.65 279.37 221.71 333.75 307.97 308.90 351.41 353.61 .00 .00 193.00 193.00 180.00 160.00 210.00 210.00 176.00 176.00 170.00 170.00 200.00 200.00 10*KS 121.16 118.09 78.79 €6.94 130.50 106.95 47.89 45.39 52.61 53.63 26,20 25.17 101,48 98.58 11.27 12,48 28.26 32.91 9.71 10.87 6.46 9.21 11.67 12.56 VCH 14.50 15.25 10.25 10.26 8.77 8,69 6.01 6.16 6.21 6.60 4.34 4.41 3.78 4.15 5.68 6.16 6.54 9.44 5.42 5.92 5.16 5.57 5.81 6.16 AREA 1000.07 1125.26 1255.77 1471.26 1261.38 1476.92 2006.05 2253.94 1835.90 2016.51 2351.18 2630.97 1439.€1 1640,18 2619.53 3078.73 1854.72 1990.41 2799.62 3014.90 3030.43 3296.88 2718.SS 2995.79 .OIK 1271.87 1518.35 1577.21 2016.64 1225.51 1580.78 2022.96 2449.13 1930.08 2253.06 2735.03 3288.70 1389.77 1661.83 4170.26 4670.11 2633.46 2876.11 4492.19 5005.28 4813.72 5436,54 4063.18 4655.06 B-9 6.260 14000.00 6.260 16500.00 6.280 14000.00 6.280 16500.00 6.305 14000.00 6.305 16500.00 6.342 14000.00 6.342 16500.00 6.387 14000.00 6.387 16500.00 341.12 341.80 340.60 341.11 341,51 342.20 341.75 342.48 341.93 342.68 .00 .67 .00 .51 .00 .€9 .00 .73 .00 .74 2.13 3.23 -.52 -.69 .91 1.09 .24 .28 .17 .18 .00 382.49 .00 382.49 .00 2€2.87 .00 270.42 .00 308.76 .00 317.33 ,00 363.27 .00 371.37 .00 367.55 ,00 380.14 30.00 20.00 70.00 70.00 135.00 135.00 195.00 195.00 235.00 235.00 SUMHARY OF ERRORS AHD SPECIAL NOTES ] 3 ] ] 3 ] J HARHING SEOIO-6 .157 PROFILE-1 COHVEYAHCE OIANOE OUTSIDE ACCEPTABLE RAHGE WARNING SEOIO-6 .157 PROFILE-2 COHVEYAHCE OIANOE OUTSIDE ACCEPTABLE RANGE HARNING SEOIO-6 .221 PROFILE-1 COHVEYAHCE CHANGE OUTSIDE ACCEPTABLE RAHGE HARNING SEOIO-6 .221 PROFILE-2 CONVEYANCE CHAHGE OUTSIDE ACCEPTABLE RAHGE CAUTION SECNO-6 .259 PROPILE-1 CRITICAL DEPTH ASSWED CAUTION SECNO-6 359 PROFILE-1 PROBABLE MINIMUM SPECIFIC SIERGY CAUTIOH SEOIO-6 259 PROFILE-1 20 TRIALS ATTEMPTED TO BALAHCE HSEL CAUTIC»I SEOIO-6 259 PROFILE-2 CRITICAL DEPTH ASSWED CAUTICMI SECHO-6.259 PROFILE-2 PROBABLE HIHIHUH SPECIFIC BIERGY CAUTIOH SECNO-6 259 PROFILE-2 30 TRIALS ATTEMPTED TO BALAHCE HSEL HABNIHG SEOIO-6 260 PROFILE-1 COHVEYAHCE CHAHGE OUTSIDE ACCEPTABLE RAHGE WARHIHG SECHO-6 2eo PROFILE-2 COHVEYAHCE OIAHGE OUTSIDE ACCEPTABLE RANGE HARNIHG SEOIO-6 380 PROFILE-1 COHVEYAHCE CHANGE OUTSIDE ACCEPTABLE RANGE HARNING SEOIO-6 280 PROFILE* 2 COHVEYAHCE CHANGE OUTSIDE ACCEPTABLE RAHGE WARHIHG SECNO-6 305 PROFILE-1 COHVEYAHCE CHAHGE OUTSIDE ACCEPTABLE RAHGE WARHING SEOIO-€ 305 PROFILE-3 COHVEYAHCE CSAHGS OUTSIDE ACCEPTABLE RANGE THIS RUH EXECUTED 09MAY98 08:04:32 I J i I J B-10 HEC-2 HATER SURFACE PROFILES Vcraion 4.6.2; Hay 1991 3 ] 3 3 I ] J J Tl SAH MARCOS OtSEK HEAR RAHOIO SANTA FE ROAD, PROPOSED G0HDITIC»I8 T3 FOR CITY OF CAIILSBAD AHD DOKKEH T3 50-YR FLOOD, MAY 1998, HOHARD R. CHAHG Jl ICHECK IHQ HIHV IDIR STRT HETRIC HVINS Q HSEL PQ 0 2 0 0 0.0120 0 0 0 325 J3 NPROP IPLOT PRFVS XSECV XSECH FH ALLDC IBW OWIM ITRACE 1 0 -1 0 0 0 0 0 0 QT 2 14000 16500 HC 0.040 0.040 0.060 0.1 0.3 XI 6.047 17 460 526 250 450 350 GR 336.0 424 330.0 441 327,9 448 318.7 460 314.6 469 GR 312.1 475 312.2 481 313.6 485 313.3 511 314.3 526 GR 330.4 .555 331.1 558 327.4 559 328.0 571 327.8 590 GR 338.0 €23 340.0 644 XI €.083 24 454 523 210 175 193 GR 340.0 398 330.0 411 322.7 440 321.0 450 319.5 454 OR 319.1 465 316.9 467 317.0 473 319.5 477 319.4 460 GR 317.6 482 317.9 466 319.1 468 320.0 508 318.8 510 GR 318.6 520 320.1 523 319.7 537 319.4 546 327.0 561 GR 332.0 , 570 333.6 577 333.8 593 344.0 636 HC 0.06 XI 6-117 17 463 543 180 180 180 GR 344.0 336 330.0 382 323.8 423 323.5 428 323.0 449 GR 322.6 «63 321.7 479 321.0 496 319.8 503 320.0 510 GR 321.1 512 320.7 519 325.4 526 326.9 543 326.9 557 GR 331.0 571 342.0 598 XI 6.157 110 443 556 160 225 210 X3 660 GR 346.0 367 333.0 410 332.5 414 325.0 443 334.2 466 GR 322.0 497 331.3 503 321.6 509 323.3 510 322.4 516 GR 324.4 521 335.2 533 327.0 556 326.9 587 327.1 601 GR 327.7 €12 339.3 641 329.6 644 332.0 €71 334.0 787 XI 6.191 18 451 557 160 190 178 X3 650 GR 348.0 391 341.0 413 325.9 451 324.6 476 322.7 479 GR 324.2 491 335.2 499 323.8 520 325.4 528 326.4 557 GR 327.1 €03 327.2 604 328 613 330 660 332 684 OR 334 705 336 732 338 760 PROPOSED ccaiDiTZ<ars DOHNSTREAM PACE OF PROPOSSD RSF BRIDGE NC 0.06 0.3 0.5 DOHHSTREAH FACE : OF PROPOSB) RSF BRIDGE XI 6.221 14 365 725 250 110 170 0.50 X2 0.5 BT -3 365 343 340 500 343 340 725 343 340 GR 340 3€5 331.0 383 330.4 396 322.6 404 333.1 431 GR 326.5 455 326.9 485 326.7 525 335.5 566 336.0 595 GR 326.8 631 328.0 €73 327.1 699 340 725 SB 1.1 2.1 3 0 150 16 2500 2 325.7 322.1 UPSTREAM FACE OF PROPOSED RSF BRIDGE XI 6.259 14 340 700 200 200 200 0.50 X2 1 340 343 0.5 X3 ID BT -3 340 343 340 500 343 340 700 343 340 GR 340 340 330 360 329.6 376 327.7 417 328.1 446 GR 325.7 463 325.9 506 326.3 545 329.6 559 330.0 569 GR 330.0 619 330.0 672 333 .0 686 340 700 B-11 1 NC XI GR GR GR GR NC XI GS GR GR XI GR GR GR GR GR GR 6.280 350.0 325.9 328.1 338 6.305 339.0 336.5 343 .3 6 .342 346 336.0 328.5 327.1 338.5 345.1 19 420 506 555 672 12 433 500 764 27 275 367 473 537 645 740 0.06 460 330.0 326.4 330.0 340 0.05 460 328.9 327.5 346 464 344 334.0 326.7 339.4 338.5 345.4 0.1 535 460 511 568 685 543 460 512 800 537 295 398 474 540 651 744 0.3 20 327.2 325.4 333.0 343 80 337.1 327.8 195 342 333 .0 324.8 332.€ 339.3 210 470 520 561 730 200 482 543 195 313 419 480 581 €71 90 334.9 326.7 334.0 344 135 325.7 329.2 195 340.0 331.5 325.9 336.0 343 .8 478 535 615 7e2 487 564 327 442 503 608 681 323.2 327.5 336 335.2 338.0 338.0 330.4 327.4 336.0 344.1 498 547 €52 497 698 345 464 511 636 705 1 ] 1 I 1 - I J 1 XI GR GR GR 6.387 342.0 324.6 338.3 SECNO Q TIHE SLOPE 14 296 508 €05 DEPTH QLOB VLOB XLOBL 469 331.5 326.4 339.6 CHSEL QCH VCT XLCH •PROF 1 CCHV- .100 CEHV- .300 •SECHO €.047 6.047 14.28 326.38 14000.0 330.9 12038.3 ' .00 8.60 14.50 .012116 250. 350. •SECNO 6.083 3301 HV CHANGED MORE THAN HVIHS 6.083 14000.0 .00 .007879 'SECNO 6.117 6.117 14000.0 .01 .013050 13.51 2106.4 10.44 210. 11.22 7131.2 14.68 160. 329.41 7443.6 10.25 193. 331.03 6044.9 8.77 180. -SECHO 6.157 3280 CROSS SECTICm CRIWS QROS VROB XLOBR .00 4450.0 13.58 175. .00 823.8 9.50 180. 6.16 EXTEHDED 537 409 511 640 235 329.7 330.3 341.7 .00 1630.7 12.40 450. HSELK ALOB XHL ITRIAL 325.00 38.5 .040 0 BO ACH XHCH IDC 329.50 830.1 .060 0 .00 201.8 .040 3 .00 485.8 .040 2 .17 FEET 331.44 726.4 .060 0 333.32 688.9 .080 0 235 469 519 661 HV AROB XHR ICOHT 3.11 131.5 .040 3 2,03 327.7 .040 0 2.30 86.7 .040 0 235 327.7 333.2 343.6 HL VOL HTH CORAR .00 .0 .000 .00 1.84 4,9 .000 .00 l.SO 10.2 .000 .00 471 537 691 OLOSS TWA ELMIH TOPWID .00 .0 312.10 97.78 .11 .6 316.90 152.01 .08 1.3 319.80 193.40 336.1 337.7 L-BAHX ELEV R-BANK ELEV SSTA EHDST 488 581 318.70 314.30 449.98 547.76 319.50 320.10 413.33 565.34 322.€0 326.90 378.65 571.05 3301 KV CHANGED MORE THAN HVIHS 3302 WARNING: COHVEYAHCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.65 J 3470 EHCROACHMEHT STATIONS- .0 680.0 TYPE- 6.157 12.S7 334.17 .00 .00 334.99 14000.0 1267.6 6906.8 5835.4 171.9 1149.6 .03 7.37 6.01 8.49 .040 .080 .004789 180. 210. 225. 2 0 1 TARGET- .62 686.5 .040 0 679,999 1.53 .15 17.9 2.4 .000 321.30 .00 276.65 325.00 327.00 403.35 680.00 B-12 09HAY98 08:04:32 FAGE SEOIO DEPTH CHSEL OlIHS WSELK EO HV HL OLOSS L-BAHK ELEV Q QLOB QCH QROB ALOB AOI AROB VOL THA R-BAHK ELEV TIME VLOB VCH VROB XNL XNCH XHR HTN ELMIH SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICOHT CORAR TOPWID EHDST •SECNO 6.191 3470 EHCROAOIMQIT STATI0H6- 6.191 12.22 334.92 14000.0 717.7 6571.1 .02 7.01 6.21 .005261 160. 178. ,0 650.0 TYPE- 1 TAROET- 649.999 .00 .00 335.98 1.06 .91 .07 325.90 6711.2 102.4 1056.2 675.3 25.9 3.4 326.40 9.94 .040 .080 .040 .000 322.70 428.39 190. 2 0 0 .00 221.71 650.00 COIV- .300 CEHV- •SEOIO 6.221 3370 HORMAL BRIDGE, HRD- .500 3 HIN ELTRD- 343.00 HAX ELLC-340.00 DOWNSTREAH FACE OP PROPOSSD RSP BRIDGE 6.221 14000.0 .03 .007615 13.71 .0 .00 250. 335.81 14000.0 9.00 170. .00 .0 .00 110. .00 .0 .000 0 337.07 .1554.9 .060 0 1.26 .0 .000 0 .99 32.2 .000 .00 .10 4.1 322.10 171.58 340.00 340.00 369.19 540.78 3 1 I ] J SPECIAL BRIDGE SB XK 1.10 XKOR 2.10 COFQ 3.00 RDLSH .00 BHC 150.00 •SEOIO €.259 3301 HV CHAHGED HORS THAN HVIHS CLASS A LOW FLOH 3420 BRIDGE H.S,- 337.48 BRIDGE VELOCITY- BGPRS EGLHC H3 QHEIR QLOW .00 338.00 .36 0. 14000. 3495 OVERBAHK AREA ASSUMED HON-SFFBCTIVB. BLLEA- UPSTREAM FACE OP PROPOSED RSF BRIDOS 6.259 10.47 336.17 .00 14000.0 .0 14000,0 .0 .03 .00 10.67 .00 .013775 200. 200. 200. .00 .0 .000 0 BHP 16.00 BAREA 2500.00 SS 2.00 ELCBU 325.70 ELCT) 322.10 6.40 CALCULATED CKAHHEL AREA-1856. BAREA 2500. TRAPEZOID AREA 2325. 340.00 ELSSA- 338.00 1287.7 .060 0 1.84 .0 .000 0 ELLC 340.00 340.00 .93 38.7 .000 .00 ELTRD 343.00 .00 4.9 325.70 172.33 HEIRLH 0. 340.00 340.00 343.83 516.17 D9MAY98 08:04:32 PAGE SECHO Q TIME SLOPE DEPTH CHSEL QLOB QCH VLOB VCH XLOBL XLCH CRIHS QROB VROB XLOBR HSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV HL AROB VOL XHR HTH icon CORAR OLOSS THA ELMIN TOPHID L-BAHK ELEV R-BANK ELEV SSTA ENDST I ] COIV- .100 CEHV- •SEOIO 6.280 .300 3301 KV CHANGED MORE THAH RVIHS 3302 HARNING: CONVEYANCE CHAHGE OUTSIDE OF ACCEPTABLE RAHGE, KRATIO - 1.79 B-13 6.280 14000.0 .04 .004316 14.56 338.1 5.60 20. 337.76 7674.0 6.47 90. ,00 5987.9 8.58 210. .00 60.4 .040 2 338.89 906.4 .060 0 1.12 689.6 .040 0 .Sl 42.6 .000 .00 .07 5.5 323.20 225.24 330.00 336.70 444.46 669.70 •SEOIO €.305 6.305 14000.0 .04 .002766 13.45 684.2 5.38 80. •SECHO €.342 6.342 14.48 14000.0 3759.3 .05 5.73 .002162 195. 338.65 7470.2 7.69 135. 339.28 6709.0 7.34 195. .00 5845.7 €.55 200. .00 3531.7 5.96 195. .00 127.1 .040 2 .00 656.3 .040 2 339.47 947.0 .050 0 339.96 914.1 .050 0 .82 893 .0 .040 0 .68 592.2 .040 0 .55 49.3 .000 .00 .46 58.6 .000 .00 .03 6.5 325.20 272.21 .01 7.8 324 .80 336.97 326.90 327.80 433.93 706.13 330.40 327.10 333.49 670.46 ] I 3 I I 3 •SECNO €.387 €.387 14000.0 .0€ .0027€4 09MAY98 Tl T2 T3 14.94 6511.8 7.12 235. 339.74 6361.4 7.92 235. 08:04:32 .00 1126.8 4.42 235. .00 914.0 .040 2 340.57 803.6 .050 0 • 83 254.9 • 040 0 SAH HARCOS CREEK HEAR RANOIO SAHTA FE ROAD, PROPOSED COHDITIOHS FOR CITY OP CARLSBAD AHD DOKKEN lOO-YR FLOOD. MAY 1998, HOHARD H. CHANG Jl ICHECK 0 J2 NPROF 15 09HAY98 IHQ 3 IPLOT 0 HIHV 0 PRFVS -1 IDIR 0 XSECV 0 STRT 0.0120 XSECH 0 HETRIC 0 FN 0 HVINS 0 ALLDC 0 .57 69.7 .000 .00 .05 9.6 324.80 318.33 IBW WSEL 325 CHNIM 0 329.70 333.20 330.31 €38.64 FQ ITRACE PAGE 06:04:33 PAGE SECNO Q TIHE SLOPE DEPTH QLOB VLOB XLOBL CHSEL QCH VCH XLCH CRIWS QROB VROB XLOBR HSELK ALOB XNL ITRIAL EG ACH XHCH IDC HV AROB XHR ICONT HL VOL HTN CORAR OLOSS THA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA EHDST •PROF 2 CCHV- .100 CEHV- •SECNO 6.047 3365 DIVIDED FLOW .300 6.047 16500.0 .00 .011809 15.53 488.4 9.39 350. 337.63 13917.9 15.25 350. .00 2093.8 13.03 450. 325.00 52.0 -.040 331.05 912 .6 .060 3.42 160.6 .040 3 .00 .0 .000 .00 .00 .0 312.10 106.38 318.70 314.30 448.35 563.65 •SEOIO 6.083 3301 HV CHANGED MORE THAN HVINS 6.083 16500.0 .00 •006694 13.90 2792.0 10.69 210. 330.80 8432.9 10.26 193. .00 5275.2 13.59 175. .00 261.1 .040 332.85 833.0 .060 3.05 368.1 .040 0 l.€€ S.7 .000 .00 .14 .6 316.90 157.88 319.50 320.10 409.96 567.84 B-14 •SECHO 6.117 6.117 16500.0 .01 .010895 12.32 8529.7 14.69 180. 332.12 6751.0 8.69 180. .00 1319.3 10.34 180. .00 560.8 .040 2 334.45 777.1 .060 0 2.33 119.1 .040 0 I. 51 II. 8 .000 .00 .08 1.3 319.80 198.73 322.60 326.90 375.02 573.76 -1 7f •SEOIO 6.157 3280 CROSS SECTIOK €.16 EXTENDED 1.05 FEET 3301 KV CHANGED MORE THAN KVIHS 3302 WARHING: COHVEYAHCE CHAHGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.55 3470 BICROACKHEHT STATICWS- 3 ] ] I 1 6.157 16500.0 .02 ,004539 09HAY98 SECNO Q TIHE SLOPE 13.75 1627.8 7.82 180. 335.05 7725.0 €.18 210. 08:04:32 DEPTH QLOB VLOB XLOBL CWSEL QCH VQ XLCH •SEOIO 6.191 3470 EHOtOAOIMEtrT STATZCmS- 6.191 13.03 335.73 16500.0 911.6 7556^6 .02 7^49 6.60 .005363 160. 178. ccxv- .300 crav- •SEQIO 6.221 3370 HORMAL BRIDGE, HRD- .500 .0 .00 7146.3 8.96 225. 660.0 TYPS .00 206.2 .040 2 1 TARGET- 335.96 .91 1349.6 796.2 .060 .040 0 0 CRIHS HSELK BO QROB ALOB ACH VROB XHL XH(a XLOBR ITRIAL IDC .0 650.0 TYPB- 1 .00 .00 33C.95 8031.8 121.7 -1144.2 10.70 .040 .080 190. 3 0 HV AROB XHR lOMT TAROETi 1.22 750.7 .040 0 3 HIH ELTRD- 343.00 MAX BLLC-340.00 DOWHSTREAM FACE OP PROPOSED RSF BRIDGE . 6.221 16500.0 .03 .008036 14.53 .0 .00 350. 336.63 16500.0 9.72 170. .00 .0 .00 110. .00 .0 .000 2 336.10 1697.1 .060 0 1.47 .0 .000 0 679.999 1.37 .14 20.7 2.5 .000 331.30 .00 379.37 HL VOL WTN CORAR OLOSS THA ' EU4IH TOPHID 649.999 .90 .09 29.5 3.5 .000 322.70 .00 223.75 1.03 36.4 ,000 .00 .12 4.2 322.10 173.24 325.00 327.00 400.53 680.00 PAGE L-BAHK ELEV R-BAHK ELEV SSTA aiDST 325.90 326.40 426.25 650.00 340.00 340.00 366.37 541.61 SPBCIAL BRIDGE SB XK 1.10 XKOR 2.10 COFQ 3.00 RDLEH .00 BHC 150.00 I •SEOIO 6.259 3301 HV OIAHGED HORE THAN HVINS CLASS A LOH FLOH 3420 BRIDGE H.S.- 338.27 BRIDGE VELOCITY- EGPRS EGLHC H3 QHEIR QLOW .00 339.10 .44 0. 16500. BHP 16.00 BARSA 2500.00 SS 2.00 ELCTU 325.70 ELCED 322.10 7.05 CALCULATED CTAHHEL AREA- 2001. BAREA TRAPEZOID ELLC ELTRD HEIRLH AREA 2500. 2325. 340.00 343.00 0. I 3495 OVERBANK AREA ASSUHED HOT-EFFECTIVE, ELLEA- 340.00 ELREA- 340.00 B-15 1 UPSTREAH FACE OF PROPOSED RSP BRIDGE €.259 11.37 337.07 .00 .00 339.10 2.02 l.OO 1€50Q.O .0 16500.0 .0 .0 1444.9 .0 43.6 .03 .00 11.42 .00 .000 .060 .000 .000 .013287 200. 200. 200. 0 0 0 .00 .00 5.0 325.70 174.15 340.00 340.00 342.93 517.07 09HAy98 08:04:32 PAGE 10 SEOIO Q TIHE SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XHL ITRIAL EG ACH XHCH IDC HV AROB XHR ICONT HL VOL HTH CORAR OLOSS THA ELHIN TOPHID L-BAHK ELEV R-BAHK ELEV SSTA EHDST CCHV- .100 CEHV- •SBQIO 6.260 .300 3301 HV CHAHGED MORE THAH KVIHS 3302 HARHING: COHVEYAHCE CHANGE OUTSIDE OF ACCEPTABLE RAHGE, KRATIO 1.80 I 6.280 16500.0 .04 .004110 15.57 456.6 5.93 20. 338.77 8558.1 8.72 90. .00 7485.2 9.03 210. .00 77.0 .040 2 339.97 981.9 .060 0 1.20 829.2 .040 0 .79 48,1 .000 .00 .08 5.6 323.20 234.61 330.00 326.70 442.45 677.05 1 I •SEOIO €.305 3260 CROSS SSCTION €.305 lesoo.o .04 .002574 14.47 B7€.9 S.€8 80. 6.30 EXTENDED 339.67 8300.4 8.05 135. .00 7332.7 6.88 200. .67 FEET .00 154.3 .040 3 340.53 1031.1 .050 0 .86 1064.7 .040 0 .53 55.6 .000 .00 .03 6.€ 325.20 265.75 326.90 327.80 433.00 718.75 I •SECNO 6.342 6.342 16500.0 .05 .003005 15.49 4733.3 5.97 195. 340.29 7350.5 7.44 195. .00 4417.3 €.0€ 195. .00 793.4 .040 2 340.98 987.7 .050 0 • 69 728.7 .040 0 .44 66.4 .000 .00 .02 6.1 324.60 348.83 330.40 327.10 324.99 673.82 •SECNO 6.387 6.387 '16500.0 .0€ .002599 15.91 7751.2 7.30 235. 340.71 7031.3 8.09 235. .00 1717.5 4.79 235. .00 1082.5 .040 2 341.56 869.3 .050 0 .86 356.8 .040 0 .53 79.4 .000 .00 .05 9.9 324.80 340.10 329.70 333.20 309.92 650.02 J HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 THIS RUN EXECUTED 09HAY9S 08:04:32 NOTE- ASTERISK (•) AT LEFT OF CROSS-SECTION NUMBEB IHDICATES MESSAGE IN SUHHABY OF ERRORS LIST SUHMARY PRINTOUT TABLE 150 I ! SECHO 6.047 6.047 6.083 6.0S3 6.117 XLOI .00 .00 193.00 193.00 180.00 ELTRD ,00 .00 ELLC .00 .00 .00 .00 .00 .00 .00 .00 ELMIN Q CWSEL 312.10 14000.00 326.38 312.10 16500.00 327.63 316.90 14000.00 329.41 316.90 16500.00 330.60 319.80 14000.00 331.02 CRIHS .00 .00 .00 .00 .00 EG 329.50 331.05 331.44 332.85 333.33 lO'KS 131.16 118.09 78.79 66.94 130.50 VCH AREA .OIK 14.50 1000.07 1371.87 15.25 1125.26 1518.35 10.25 1255.77 1577.21 10.26 1471.26 2016.64 8.77 1261.38 1225.51 J B-16 €.117 180.00 .00 .00 319.80 16500.00 333.13 .00 334.45 106.95 6.69 1476.92 1580.78 m i 6.157 6.157 6.191 6.191 6.231 6.331 6.359 6.359 6.280 6.260 6.305 6.305 210.00 210.00 178.00 178.00 170.00 170.00 200.00 200.00 90.00 90.00 135.00 135.00 .00 .00 .00 .00 343 343 343 343 .00 ,00 ,00 .00 ,00 .00 .00 .00 .00 .00 .00 .00 340.00 340.00 340.00 340.00 321.30 14000.00 321.30 16500.00 322.70 14000.00 322.70 16500.00 322.10 14000.00 322.10 16500.00 325.70 325.70 14000.00 16500.00 .00 323.20 14000.00 .00 323.20 16500.00 .00 325.30 .00 325.20 14000.00 16500.00 334.17 335.05 334.92 335.73 335.81 336.63 336.17 337.07 337.76 336.77 338.65 339.67 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 334.99 335.96 335.96 336.95 337.07 338.10 338.00 339.10 338.89 339.97 339.47 340.52 47.89 45.39 52.61 53.63 76.15 80.36 137.75 132.87 43.16 41.10 27.66 25.74 6.01 6.18 6.21 6.60 9.00 9.72 10.87 11.43 8.47 8.73 7.S9 8.05 3006.05 3253.94 1835.90 3016.51 1554.90 1697.14 1367.73 1444.86 1656.31 1888.13 1967.16 2250.17 3022.96 2449.13 1930.08 2253.06 1604.33 1840.65 1192.83 1431.45 2131.14 2573.56 2660.95 3252.46 3 €.342 6.342 6.387 6.387 195.00 195.00 335.00 335.00 .00 .00 .00 .00 SUMMARY PRINTOUT TABLE 150 .00 324.60 14000.00 339.28 .00 324.60 16500.00 340.29 .00 324.80 14000.00 339.74 .00 324.80 16500.00 340.71 .00 .00 .00 .00 3 3 1 1 ] J SEOIO €.047 6.047 6.063 6.063 6.117 6.117 6.157 6.157 6.191 6.191 6.231 6.331 6.259 6.259 6.280 6.280 6.305 6.305 6.342 6.342 6.367 €.387 14000.00 16500.00 14000.00 16500.00 14000.00 16500.00 14000.00 16500.00 14000.00 16500.00 14000.00 16500.00 14000.00 16500.00 14000.00 16500.00 14000.00 16500.00 14000.00 16500.00 14000.00 16500.00 CHSEL 326.38 327.63 329.41 330.80 331.02 332.12 334.17 335.05 334.92 335.73 335.81 336.63 336.17 337.07 337.76 336.77 338.65 339.67 339.28 340.39 339.74 340.71 DIFHSP .00 1.35 .00 1.39 .00 1.10 .00 .88 .00 .81 .00 .82 .00 .91 .00 1.00 .00 1.01 .00 1.01 .00 .97 DIFHSX .00 .00 3.03 3.17 1.61 1.32 3.15 2.93 .75 .€8 .89 .90 .36 .44 l.CO 1.70 .89 .90 .63 .62 .46 .42 DIFKHS 1.36 2.63 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 339.96 340.98 340.57 341.56 TOPHID 97.76 106.38 153.01 157.88 192.40 198.73 276.65 279.37 331.71 323.75 171.58 173.34 173.33 174.15 325.24 234.61 272.31 365.75 336.97 348.83 318.33 340.10 XLCH .00 .00 193.00 193.00 180.00 180.00 210.00 210.00 178.00 178.00 170.00 170.00 200.00 200.00 90.00 90.00 135.00 135.00 195.00 195.00 335.00 335.00 31.63 20.05 27.64 25.99 7.34 7.44 7.92 8.09 2162.69 2508.89 1972.48 2290.56 3010.71 3684.68 2€€3.D5 3236.53 SUMMARY OF ERRORS AHD SPECIAL HOTES i I WARHIHG SBOIO- WARHIHG SEQIO- WARNING SECHO- HARHING SBOIO- 6.157 6.157 €.260 6.2S0 PROFILB- PROFILE- PROFILB- PROFILE- 1 CC39IVSYAHCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 OWVEYAHCE OAHGE OUTSIDE ACCEPTABLE RANGE 1 CCOfVEYAMCE OANGE OUTSIDE ACCEPTABLE RANGE 2 CCaiVEYANCE CHANOB OUTSIDE ACCEPTABLE RAHGE B-17 APPENDIX C. I>JPUT/OUTPUT DESCRITIONS FOR FLUVL\L-12 1. INPUT DESCRIPTION The basic data requirements for a modeling study include (1) topographic maps ofthe river reach from the downstream end to the upstream end of study, (2) digitized data for cross sections in the HEC-2 format with cross-sectional locations shown on the accompanying topographic maps, (3) flow records or flood hydrographs and their variations along the study stream reach, it any, and (4) size distributions of sediment samples along the study reach. Additional data are required for special features of a study river reach. The HEC-2 format for input data is used in all versions of the FLUVIAL model. Data records for HEC-2 pertaining to cross-sectional geometry (XI and GR), job title (Tl, T2, and 1 T3), and end of job (EJ), are used in the FLUVL\L model. If a HEC-2 data file is available, it is J not necessary to delete the unused records except that the information they contain are not used in the computation. For the purpose of water- and sediment-routing, additional data pertaining to sediment characteristics, flood hydrograph, etc., are required and supplied by other data records. Sequential arrangement of data records are given in the following. Records Description of Record Type T1,T2,T3 Title Records Gl General Use Record G2 General Use Records for Hydrographs G3 General Use Record G4 (jeneral Use Record for Selected Cross-Sectional Output G5 General Use Record G6 General Use Record for Selecting Times for Summary Output GS General Use Records for Initial Sediment Compositions GB General Use Records for Time Variation of Base-Level GQ General Use Records for Stage-Discharge Relation of Downstream Section GI General Use Records for Time Variation of Sediment Inflow XI Cross-Sectional Record XF Record for Specifying Special Features ofa Cross Section GR Record for Ground Profile ofa Cross Section EJ End of Job Record Variable locations for each input record are shown by the field number. Each record has an input format of (A2, F6.0,9F8.0)- Field 0 occupying columns 1 and 2 is reserved for the required record identification characters. Field 1 occupies columns 3 to 8; Fields 2 to 10 occupy 8 columns each. The data records are tabulated and described in the following. Tl, T2, T3 Records - These three records are title records that are required for each job. C-l Field Variable Value Description 0 IA Tl Record identification characters 1-10 None Numbers and alphameric characters for title 1 1 ] J 3 ] i Gl Record - This record is required for each job, used to enter the general parameters listed below. This record is placed right after the Tl, T2, and T3 records. Field Variable Value 0 IA Gl 1 TYME + 2 ETIME + 3 DTMAX + ISED BEF lUC cm 0 1 + Description Record identification characters Starting time of computation on the hydrogrqjh, in hours Ending time of computation on the hydrograph, in hours Maximum time increment At allowed, in seconds Select Grafs sediment transport equation. Select Yang's unit stream power equation. The sediment size is between 0.063 and 10 mm. Select Engelund-Hansen sediment equation. Select Parker gravel equation. Select Ackers-White sediment equation. Select Meyer-Peter Muller equation for bed load. Bank erodibility factor for the study reach. This value is used for each section unless otherwise specified in Field 9 of the XF record. Use 1 for highly erodible banks; 0.5 for moderately erodi- ble banks; and 0.2 for erosion-resistant banks. Any value between and 1 may be used. English units are used in input and output. Metric units are used in input and output. Manning's n value for the study reach. This value is used for a sec- tion unless otherwise specified in Field 4 ofthe XF record. If bed roughness is computed based upon alluvial bedforms as specified in Field 5 ofthe G3 record, only an approximate n value needs to be entered here. C-2 3 1 _1 1 I 3 1 I ] ] I I I J 8 PTMl + First time point in hours on the hydrogr^h at which summaiy out- put and complete cross-sectional output are requested. It is usually the peak time, btrt it may be left blank if no output is requested. 9 PTM2 + Second time point on the hydrograph in hoius at which summary output and complete cross-sectional output are requested. It is usually the time just before tbe end of the simulation. This field may be left blank if no output is needed. 10 KPF + Frequency of printing summaiy output, in number of time steps. The default value is 1. G2 Records - These records are required for each job, used to define the fiow hydrograph(s) in the channel reach. The first one (or two) G2 records are used to define the spatial variation in water discharge along the reach; the succeeding ones are employed to define the time variation(s) ofthe discharge. Up to 10 hydrographs, with a maximum of 120 points for each, are currentiy dimensioned. See section n for tributaries. These records are placed after the Gl record. Field Variable Value Description First G2 0 IA G2 Record identification characters 1 IHPl + Number of last cross section using the first (downstream most) hydrogrs^h. The number of section is counted from downstream to upstream with the downstream section number being one. See also section n, 2 NPI + Number of points connected by straight segments used to define the first hydrograph. 3 IHP2 + Number of last section using the second hydrograph if any. Otherwise leave it blank. 4 NP2 + Number of points used to define the second hydrograph if any. Otherwise leave it blank. 5 IHP3 + Niunberof last section using the third hydrograph if any. J Otherwise leave it blank. NP3 + Number of points used to define the third hydrograph if any. Otherwise leave it blank. IHP4 + Number of last section using die fourth hydrograph if any. C-3 Otherwise leave it blank. 1 10 NP4 IHP5 NP5 + Number of points tised to define the fourth hydrograph if any. Otherwise leave it blank. Number of last section using the fifth hydrograph if any. Otherwise leave it blank. Number of points used to define the fifth hydrograph if any. Otherwise leave it blank. 1 1 1 I I ] 1 Second G2: Note that this record is used only if more than 5 hydrographs are used for thejob. It is necessaiy to place a negative sign in tont of NP5 located in the 10th field ofthe first G2 record as a means to specify that more than 5 hydrographs are used. 0 4 5 6 7 IA NP7 IHP8 NP8 IHP9 G2 Record identification characters IHP6 + NP6 + IHP7 + + + + + Number of last cross sectipn using the sixth hydrograph if any. Otherwise leave it blank. Number of points connected by straight segments used to define the sixth hydrograph if any. Otherwise leave it blank. Number of last section using the seventh hydrograph if any. Otherwise leave it blank. Number of points used to define the seventh hydrograph Number of last section using the eighth hydrograph if any. Otherwise leave it blank. Number of points used to define the eighth hydrograph Number of last section using the ninth hydrograph if any. Otherwise leave it blank. J I I J 8 9 10 NP9 IHPIO NPIO Number of points used to define the ninth hydrograph Number of last section using the tenth hydrograph if any. Otherwise leave it blank. Number of points used to define the tenth hydrograph Succeeding G2 Record(s) 1 Ql 1, Q21 + Discharge coordinate of point 1 for each hydrograph. C-4 J Q31 in f^lsec or m^/sec i 2 TMl l,TM2l + Time coordinate of point 1 for each hydrograph, in houis TM31 3 Q12, Q22 + Discharge coordinate of point 2 for each hydrogr£q)h, in cfs or cms Q32 4 TM12,TM22 + Time coordinate of point 2 for each hydrogr^h, in hours TM32 Continue with additional discharge and time coordinates. Note that time coordinates must be in increasing order. i 3 3 3 3 ] I 1 G3 Record - This record is used to define required and optional river channel features for ajob as listed below. This record is placed after the G2 records. J Field Variable Value 0 IA Sll BSP DSOP TEMP ICNN G3 0 + 0 1 0 + 0 1 6 TDZAMA 0 + Description Record identification characters Slope of the downstream section, required for ajob One-on-one slope for rigid bank or bank protection Slope of bank protection in BSP horizontal units on 1 vertical imit In the case of vertical bank, use 0.05 for BSP. This value is used for all cross sections unless otherwise specified in Field 8 ofthe XF record for a section. Downstream slope is allowed to vaiy during simidatioiL Downstream slope is fixed at S11 given in Field 1. Water temperature is 15^*0. Water temperature in degrees Celsius Manning's n defined in Field 7 of the Gl record or those in Field 4 ofthe XF records are used. Brownlie's formula for alluvial bed roughness is used to calculate Manning's n in the simulation. Thickness of erodible bed layer is 100 ft (30.5 m). Thickness of erodible bed layer in ft or m. This value is jqjplied to the entire channel reach but it may be redefined for a section using Field 10 ofthe XF record. C-5 I 1 1 SPGV KGS PHI 0 + 0 + 0 + Specific gravity of sediment is 2.65. Specific gravity of sediment The number of size fictions for bed material is 5. The number of size fictions for bed material. It maximum value is 8. The angle of repose for bed material is 36*'. Angle of repose for bed material ] 3 ] 3 I I ] ] t J J ! j G4 Record - This is an optional record used to select cross sections (up to 4) to be included at each summaiy output. Each cross section is identified by its number which is counted from die downstream section. This record also contains other options; it is placed after the G3 record. Field Variable Value Description 0 IA G4 Record identification characters 1 IPLTl + 2 IPLT2 + 3 IPLT3 + 4 IPLT4 + 5 lEXCAV + 6 GIFAC + 7 PZMIN 0 1 10 REXCAV + Number of cross section Number of cross section Number of cross section Number of cross section A positive integer indicate^number of cross section where sand/gravel excavation occurs. A non-zero constant is used to modify sediment inflow at the upstream section. Minimum bed profile during simulation run is not requested. Output file entitled TZMIN for minimum bed profile is requested. A non-zero value specifies rate of sand/gravel excavation at Section EEXCAV. G5 Record - This is an optional record used to specify miscellaneous options, including unsteady-flow routing for thejob based upon the dynamic wave, bend flow characteristics. Ifthe unsteady flow option is not used, the water-surface profile for each time step is computed using the standard-step method. When the unsteady flow option is used, the downstream water-surface elevation must be specified using the GB records. C-6 Field Variable Value 3 3 1 I I 1 J J 0 DT G5 0 + IROUT 0 Description Record identification characters The first time step is 100 seconds. Size of the first time step in seconds. Unsteady water routing is not used; water-surface profiles are com- puted using standard-step method. Unsteady water-routing based upon the dynamic wave is used to compute stages and water discharges at all cross sections for each time step. No output of gradation of sediment load Gradation of sediment load is included in output in 1,000 ppm by weight. Rate of tributary sedimrait inflow is 1 times the discharge ratio. Rate of tributary sediment inflow is TSED times the discharge ratio. No output of transverse distribution of depth-averaged velocity Transverse distribution of depth-averaged velocity is printed. The velocity distribution is for bends with fiilly developed transverse flow. No GR points are inserted for cross sections. Maximum value of spacing between adjacent points at a cross section (ft or m). If diis value is exceeded, intermediate points will be inserted by interpolation. The number of points inserted is given in Field 10 of the X3 record in output. G6 Record - This is an optional record used toselect time points for summary output. Up to 30 time points may be specified. The printing fiiequency (KPF) in Field 10 of the Gl Record may be suppressed by using a large number such as 9999. PQSS TSED PTV 0 10 DYMAX 0 + Field Variable Value Description J I ! First G6 Record 0 IA G6 Record identification characters I NKPS + Numberof time points Succeeding CJ6 Record(s) C-7 1 1 0 IA G6 Record identification characters 1 SPTM(l) + First time point, in hours 2 SPTM(2) + Second time point, in hours Continue with additional time points. 1 i 3 I 1 ] J J i ! J GS Record - At least two GS records are required for each job, used to specify initial bed- material compositions in the channel at the downstream and upstream cross sections. The first GS record is for the downstream section; it should be placed before the first XI record and after tiie G4 record, if any. The second GS record is for the upstream section; it should be placed after all cross-sectional data and just before tiie EJ record. Additional GS records may be inserted between two cross sections within tiie stream reach, witii tiie total number of GS records not to exceed 15. Each GS record specifies the sediment composition at the cross section located before tiie record. From upstream to downsfream, exponential decay in sediment size is assumed for the initial distribution. Sediment composition at each section is represented by five size fi:actions. Field Variable Value Description 0 IA GS Record identification characters 1 DFF + Geometric mean diameter of the smallest size fiction in mm 2 PC + Fraction of bed material in this size range Continue with other DFF's and PC's. GB Records - These optional records are used to define time variation of stage (water-surface elevation) at a cross section. The first set of GB records is placed before all cross section records (XI); it specifies tiie downstream stage. When tiie GB option is used, it supersedes otiier metiiods for determining tiie downstream stage. Other sets of GB records may be placed in otiier parts of tiie data set; each specifies tiie time variation of stage for tiie cross section immediately following the GB records. Field Variable Value First GB Record 0 IA GB 1 KBL Description Record identification characters Number of points used to define base-level changes C-8 J 1 1 ] 3 3 3 ] i Succeeding GB Record(s) 0 lA GB Record identification characters 1 BSLL(l) + Base level of point 1, in ft or m 2 TMBL(l) + Time coordinate of point 1, in hours 3 BSLL(2) + Base level of point 2, in ft or m 4 TMBL(2) + Time coordinate of point 2, in hours Continue with additional elevations and time coordinates, in the increasing order of time. GQ Records - These optional records are used to define stage-discharge relation at the downstream section. The GQ ii^ut data may not used together with the GB records. Fieid Variable Value Description First GQ Record 0 IA GQ Record identification characters 1 KQL + Number of points used to define base-level changes Succeeding GQ Record(s) 0 IA GQ Record identification characters 1 BSLL(l) + Base level of point 1, in ft or m 2 TMQ(l) Discharge of point 1, in cfs or cms 3 BSLL(2) + Base level of point 2, in ft or m 4 TMCK2) + Discharge of point 2, in cfe or cms ** Continue with additional elevations and discharges, m the increasing order of discharge. I GI Records - These optional records are used to define time variation of sediment discharge entering the study reach through the upstream cross section. The GI input data, if included, will supersede other methods for determining sediment inflow. The sediment inflow is classified into the two following cases: (1) specified inflow at the upstream section, such as by a rating curve; and (2) sediment feeding, such as &om a dambreach or a sediment feeder. These two cases are distinguished by DXU in Field 2 ofthis record. For the first case, sediment discharge at the upstream section is computed using size fictions of bed-material at the section, but for die J C-9 3 I ! 3 3 3 1 J J J i second case, tiie size fractions of feeding material need to be specified using tiie PCU values i tilis record. The upstream section does not change in geometry for tiie first case but it may imdergo scour or fill for the second case. m Field Variable Value First GI Record 0 IA 1 KGI 2 DXU 3-10 PCU GI + + or0 + Succeeding GI Record(s) 0 IA GI 1 QSU(1) TMGI(l) QS0(2) TMGI(2) + + + + Description Record identification characters Number of points used to define time variation of sediment inflow. Channel distance measured from the upstream section to the sediment source. A zero value signifies case 1; and non-zero DXU and KGI signify case 2, for which PCU values are required. Size fictions of inflow material. The number of size fiactions is given in Field 8 of tiie G3 record and tiie sizes for the fractions are given in the second GS record. Record identification characters Sediment discharge of point 1, in cubic ft or m (net volume) per second Time coordinate of point 1, in hours Sediment discharge of point 2 Time coordinate of point 2. Continue with additional sediment discharges and time coordinates, in the increasing order of time coordinates. XI Record - This record is required for each cross section (175 cross sections can be used for the study reach); it is used to specify the cross-sectional geometry and program options apphcable to that cross-section. Cross sections are arranged in sequential order starting tom downstream. Field Variable Value Description 0 IA XI Record identification characters 1 SECNO Original section number fixim the map C-10 1 i ] 10 NP + Total number of stations or points on the next GR records for cuirent cross section DX + Length of reach between current cross section and the next down- stream section along the thalweg, in feet or meters VFAC 0 Cross-section stations are not modified by the factor YFAC. + Factor by which all cross-section stations are multiplied to increase or decrease area. It also mttitiplies YCl, YC2 and CPC in the XF record, and applies to the CI record. PXSECE 0 Vertical or Z coordinate of GR points are not modified. + Constant by which all cross-section elevations are raised or lowered NODA 0 Cross section is subject to change. 1 Cross section is not subject to change. XF Record - This is an optional record used to specify special features ofa cross section. Field Variable Value Description 0 IA XF Record identification characters 1 YCl 0 Regular erodible left bank + Station of rigid left bank in ft or m, to the left ofwhich channel is nonerodible. Note: This station is located at toe of rigid bank; its value must be non-zero and must bc equal to one of the Y coor- dinates in GR records but not the first Y coordinate. 2 YC2 0 Regular erodible right bank + Station of rigid right bank, to the right of which channel is non- erodible. Note: This station is located at toe of rigid bank; its value must be equal to one of the Y coordinates in GR records but not the last Y coordinate. 3 RAD 0 Straight channel with zero curvature + Radius of curvature at channel centeriine in ft or m. Center of radius is on same side of channel where the station (Y-coordinate) starts. Radius of ciurvature at channel centeriine in ft or m. Center of radius is on opposite side of zero station Note: RAD is used only if concave bank is rigid and so specified using the XF record. RAD produces a transverse bed scour due to curvature. C-ll 1 1 CN 0 Roughness ofthis section is the same as that given in Field 7 ofthe Gl record. + Manning's n value for this section 1 1 3 3 3 ] I 1 CPC IRC BSP BEFX RWD 0 + 0 1 0 + 5 0 + 10 TDZAM 0 ENEB + Center of thalweg coincides with channel invert at this section. Station (Y-coordinate) of the thalweg in ft or m Regular erodible cross section Rigid or nonerodible cross section such as drop stmcture or road crossing. There is no limit on tiie total number ofsuch cross sections. Slope of bank protection is tiie same as tiiat given in Field 2 of tiie G3 record. Slope of bank protection at this section in BSP horizontal units on 1 vertical unit Use 0.05 for vertical bank. Slope of rigid bank is defined by tiie GR coordinates. Bank erodibility factor is defined in Field 5 of tiie Gl record. A value between 0.1 and 1.0 for BEFX specifies tiie bank erodibility factor at this section. RWD is tiie width of bank protection ofa small channel in the floodplain. Arcas outside this zone remains erodible. RWD is specified by a value greater than 1 (ft or m) in this field. When RWD is used, BEFX is not specified. Erodible bed layer at this section is defined by TDZAMA in Field 6 of the G3 record. Thickness of erodible bed layer in ft or m. Only one decimal place is allowed for this number. Elevation of non-erodible bed, used to define the crest elevation of a gradercontrol structure, ^which. may be shove or below the existing channel bed. In order to distinguish it tom TDZAM, ENEB must have the value of 1 at the second decimal place. For example, the ENEB value of 365 should be inputted as 365.01 and tiie ENEB value of-5.2 should be inputted as -5.21. When ENEB is specified, it supersedes TDZAM and TDZAMA J I J CI Record - This is an optional record used to specify channel improvement options due to excavation or fill. The excavation option modifies the cross-sectional geometry by trapezoidal excavation. Those points lower tiian tiie excavation level are not filled. The fill option modifies the cross-sectional geometry by raising the bed elevations to a prescribed level. Those points higher tiian the fill level are not lowered. Excavation and fill can not be used at the same tune. C-12 1 i I 3 I i I ] 1 This record should be placed after the XI and XF records but beforc tiie GR records. The variable ADDVOL in Field 10 of this record is used to keep track ofthe total volume of excavation or fill along a channel reach. ADDVOL specifies tiie initial volume of fill or excavation. A value greater or less than 0.1 needs to be entered in this field to keep track ofthe total volume of fill or excavation until another ADDVOL is defined. Field Variable Value Description 0 IA G5 Record identification characters 1 CLSTA + Station of the centeriine ofthe trapezoidal excavation, expressed according to thc stations in the GR rccords, in feet or meter. CELCH + Elevation of channel invert for trj^ezoidal channel, in feet or met^. XLSS + Side slope of trapezoidal excavation, in XLSS horizontal units for 1 vertical unit. ELFIL + Fill elevation on channel bed, in feet or meters. BW + Bed width of trapezoidal chaimel, in feet or meters. This width is measmed along the cross section line; thercforc, a larger value should be used if a section is skewed. Volume of excavation or fill, if any, is added to the total volume aheady defined. Initial volume of fill on channel bed, in cubic feet or cubic meters. Initial volume of excavation from chaimel bed, in cubic feet or meters. GR Record - This record specifies the elevation and station of each point for a digitized cross section; it is requircd for each XI record. 10 ADDVOL 0 Field Variable Value 0 DV GR 1 Zl ± 2 Yl ± 3 Z2 ± Description Record identification characters Elevation of point I, in ft or m. It may be positive or negative. Station of point 1, in ft or m Elevation of point 2, in ft or m C-13 ] 1 Y2 Station of point 2, in ft or m Continue with additional GR records using up to 79 points to describe the cross section. Stations should be in increasing order. EJ Record - This record is required following tiie last cross section for each job. Each group of records beginning with the Tl record is considered as ajob. I 1 1 I I J i Field Variable Value 0 lA EJ 1-10 Description Record identification characters Not used n. OUTPUT DESCRIPTTON Output ofthe model include initial bed-material compositions, time and spatial variations of the water-surface profile, channel width, flow deptii, water discharge, velocity, energy gradient, median sediment size, and bed-material discharge. In addition, cross-sectional profiles arc printed at different time intervals. Symbols used in the output are generally descriptive, some of them are defined below: SECTION Cross section TIME Time on the hydrogr^h DT Size of the time step or At in sec W.S.ELEV Water-siuface elevation in ft or m WIDTH Surface width of channel flow in ft or m DEPTH Depth of flow measured torn channel invert to water surface in ft or m Q Discharge of flow in cfs or cms V Mean velocity of a cross-section in ^s or mps SLOPE Energy gradient D50 Median size or d^o of sediment load in mm QS Bed-material discharge for all size fictions in cfs or cms FR Froude number at a cross section N Manning's roughness coefficient SED.YIELD Bulk volume or weight of sediment having passed a cross section since beginning of simulation, in cubic yards or tons. WSEL Water-surface elevation, in ft or m Z Vertical coordinate (elevation) of a point on channel boimdary at a cross- section, in ft or m Y Horizontal coordinate (station) of a point on charmel boundaiy at a cross- J C-14 1 section, in ft or m DZ Change in elevation during tiie current time step, in ft or m TDZ Total or accumulated change in elevation, in ft or m 1 ] C-15 1 1 APPENDDC D, INPUT/OUTPUT LISTINGS OF FLUVL\L-12 FOR PROPOSED CONDITIONS * FLUVIAL-12 SIMULATION OP RIVER HYDRAULICS, * • SEDIMENT TRANSPORT MUD RIVER CHANNEL CHANGES * • FOR USE BY HOHARD K. CHANG * THIS PROGRAM IS DEVELOPED AND FURNISHED BY HOWARD H. CHANG AND IS ACCEPTED AHD USED BY THE RECIPIENT UPON THE EXPRESS UNDERSTANDING THAT THE DEVELOPER MAKES NO WARRANTIES, EXPRESS OR IMPLIED CONCERNING THE ACCURACY, COMPLETENESS, RELIABILITY, USABILITY, OR SUITABILITY FOR ANY PARTICULAR PURPOSE OF TKE INFORMATION AND DATA CCaJTAlNED IN THIS PROGRAM OR FURNISHED IK CONNECTION THEREWITH, AND THE DEVELOPER SHALL BE UNDER NO LIABILITY WHATSOEVER TO ANY PERSON BY REASON OP ANY USE MADE THEREOF. Tl SAN MARCOS CREEK AT RANCHO SAHTA PE ROAD, 100-YR FLOOD T2 POR CITY OF CARLSBAD AHD DOKKEN QIGINEERING T3 HOWARD H. CHANG, MAY 1998 Gl .50 45 .20 200.00 2.00 .50 .00 .05 10 • 90 45 .00 120 .00 62 38.00 15.00 .00 .00 .00 .00 .00 .00 .00 .00 02 .00 .00 2000.00 8.00 4000.00 8 .90 6000 .00 9 .30 10000 .00 9 .80 G2 ISOOO.OO 10.70 16500.00 10.90 16500.00 11 .10 16000 .00 11 .20 10000 ,00 12 .00 62 7000.00 12.60 5000.00 13.40 4000.00 14.70 2000 .00 22 .00 1800 .00 50 .00 G3 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 64 .00 .00 .00 .00 .00 .00 1 .00 .00 .00 .00 65 .00 .00 .00 .00 .00 .00 .00 .00 .00 30 .00 GI 2.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 GI .00 .00 5000.00 .00 GS .11 .17 .35 .20 1.02 .20 2 .49 .20 7 .75 .20 NC .04 .04 .06 ,10 .30 .00 .00 .00 .00 .00 XI 5.51 13 .00 481.00 517.00 .00 .00 .00 .00 .00 .00 GR 325.00 390.00 312.50 407.00 300.00 425 .00 291 70 443 .00 283 .30 462 .00 GR 275.00 481.00 272.00 500.00 275.00 517 .00 283 30 537 00 291 .70 557 .00 GR 300.00 578.00 312.50 598,00 325.00 618 .00 XI 5.60 17.00 448.00 530.00 480.00 480 .00 460 OO-00 .00 00 6R 325.00 365.00 312.50 384.00 300.00 403 .00 295 OO 414 00 290 00 425 00 GR 267.50 436.00 285.00 448.00 283.30 462 .00 261 70 476 00 280 00 490 00 GR 280.00 503.00 282.50 516.00 285.00 530 .00 292 50 541 00 300 00 552 00 GR 312.50 572.00 325.00 593.00 XI 5.67 18.00 478.00 535.00 360.00 420 .00 400 00 00 00 .00 GR 350.00 373.00 337.50 386.00 325.00 400 .00 316 70 416 00 306 30 432 00 GR 300.00 448.00 295.00 463.00 290.00 478 .00 265 00 490 00 284 00 500 00 GR 265.00 512.00 290.00 523.00 300.00 535 • 00 312 50 552 00 325 00 570 00 6R 333.30 586.00 341.70 603.00 350.00 620 .00 XI 5.76 16.00 455.00 529.00 490.00 430 .00 460 00 00 00 00 GR 337.00 350.00 333.00 370.00 329.00 390 00 325 00 410 00 316 70 425 00 GR 308.30 440.00 300.00 455.00 297.50 466 00 295 00 478 00 294 00 489 00 GR 293.00 500.00 295.00 517.00 300.00 529 00 312 50 546 00 325 00 567 00 GR 337.00 585.00 XI 5.84 13.00 452.00 513.00 415.00 385 00 400 00 00 00 00 GR 337.00 370.00 331.00 365.00 325.00 400 00 318 30 417 00 311 70 434 00 GR 305.00 452.00 302.50 470.00 300.00 486 00 299 00 500 00 300 00 513 00 GR 312.50 533.00 325.00 553.00 337.00 570 00 XI 5.91 17.00 475.00 537.00 410.00 410 00 410 00 00 00 00 GR 350.00 348.00 341.70 368.00 333.30 389.00 32S 00 410 00 320 00 430 00 GR 315.00 445.00 310.00 460.00 305.00 475 00 304 00 487 00 303 00 500 00 GR 305.00 520.00 310.00 537.00 317.50 552 00 325 00 567.00 333 30 581 00 GR 341.70 596.00 350.00 611.00 XI 5.98 18.00 475.00 523.00 340.00 360 00 350 00 00 .00 00 GR 350.00 330.00 345.00 347.00 340.00 364 00 335 00 361 00 330 00 396 00 GR 325.00 415.00 320.00 435.00 315.00 455 00 310 00 475.00 308 50 487 00 D-1 ] 1 ] I I 1 I I ] J J ! GR GR XI X3 GR GR GR GR XI X3 GR GR GR GR GR NC XI X3 GR GR GR GR XI X3 X3 GR GR GR GR GR GR XI X3 X3 GR 6R 6R GR GR NC XI XF GR GR GR GR GR GR GR GR GR XI XP GR GR GR GR GR GR GR GR GR NC XI X3 GR GR GR 307 .00 500.00 308.50 511.00 310.00 523.00 317.50 543.00 325.00 333 30 580.00 341.70 597.00 350.00 615.00 6 .05 17.00 460.00 526.00 250.00 450.00 350.00 .00 .00 338 00 424.00 330.00 441.00 327.90 446.00 318.70 460.00 314.60 312 .10 475.00 312.20 481.00 313.60 485.00 313.30 511.00 314.30 330 .40 555.00 331.10 558.00 327.40 559.00 328.00 571.00 327.80 327 .90 606.50 328.00 623.00 340.00 644.00 € ,08 24 .00 454.00 523.00 210.00 175.00 193.00 .00 .00 340 .00 398.00 330.00 411.00 322.70 440.00 321.00 450.00 319.50 319 .10 465.00 316.90 467.00 317.00 472.00 319.50 477.00 319.40 317 .80 482.00 317.90 486.00 319.10 488.00 320.00 506.00 318.60 318 .60 520.00 320.10 523.00 319.70 537.00 319.40 548.00 327.00 332 .00 570.00 333.80 577.00 333.80 592.00 338.90 614.00 344.00 .00 .00 .08 ,00 .00 .00 .00 .00 .00 6,12 17.00 463.00 543.00 180.00 180.00 180.00 .00 .00 344 .00 336.00 337.00 359.00 330.00 382.00 326.90 402.50 323.80 323 .50 428.00 323.00 449.00 322.60 463.00 321.70 479.00 321.00 319 .80 503.00 320.00 510.00 321.10 512.00 320.70 519.00 325.40 326 .90 543.00 326.90 557.00 331.00 571.00 342.00 596.00 6 .16 20.00 443.00 556.00 180.00 225.00 210.00 .00 .00 .00 .00 .00 .00 .00 680.00 .00 .00 .00 346 .00 367.00 339.00 388.50 332.00 410.00 332.50 414.00 325.00 324 .20 466.00 323.10 461.50 322.00 497.00 321.30 503.00 321.60 322 .20 510.00 322.40 516.00 324.40 521.00 325.20 533.00 327.00 326 .95 571.50 326.90 587.00 327.10 601.00 327.70 612.00 329.30 329 .60 644.00 332.00 671.00 332.50 700.00 333.00 729.00 333.50 334 .00 787.00 6 .19 18.00 451.00 557.00 160.00 190.00 178.00 .00 .00 .00 .00 .00 .00 .00 650.00 .00 .00 .00 348.00 322.70 326.40 329.00 338.00 .00 6.22 383.00 340.00 322.40 326.50 326.90 326.50 325.70 326.60 327.60 340.00 6.26 360.00 340.00 328.80 328.00 325.60 326.10 330.00 330.00 330.00 340.00 .00 6.28 350.00 323.20 327.50 391.00 479.00 557.00 636.00 760.00 .00 41.00 699,00 365,00 413.00 455,00 493.00 533.00 575.00 622.00 664.00 725.00 41.00 686.00 340.00 392.00 436.00 480.00 525.00 569.00 610.00 654.00 700.00 .00 19.00 420.00 498.00 547.00 341.00 324,20 326.75 330.00 .04 365.00 ,00 331.00 322.30 326.60 326.80 326.20 325.60 326.80 326.00 340.00 .00 330.00 328.50 328.10 325.60 326.10 330.00 330.00 330.00 .06 460.00 340.00 325.90 328.10 413.00 491.00 580.00 660.00 .30 725.00 .00 383.00 422.00 462.00 501.00 541.00 585.00 631.00 673.00 700.00 .00 360.00 400.00 446.00 488.00 535.00 577.00 619.00 663.00 .10 535.00 440.00 506.00 555.00 333.45 325.20 327.10 332.00 .50 250.00 .00 330.70 322.10 326.70 326.80 326.00 326.00 327.00 327.70 200.00 .00 329.80 328.10 326.90 325.90 326.20 330.00 330.00 330.00 .30 20.00 330.00 326.40 330.00 432.00 499.00 603.00 684.00 .00 110.00 .00 390.00 431.00 470.00 509.00 549.00 595.00 639.00 681.00 200.00 .00 369.00 408.00 454.00 497.00 545.00 585.00 627.00 672.00 .00 210.00 460.00 511.00 566.00 325.90 323.80 327.20 334.00 .00 170.00 .00 330.40 323.60 326.80 326.70 325.70 326.20 327.30 327.40 200.00 .00 329.60 327.70 325.70 325.90 327.90 330.00 330.00 331.50 .00 90.00 327.20 325.40 332.00 451.00 520.00 604.00 705.00 .00 .50 2.00 396.rfir 439.00 477.00 517.00 557.00 604.00 647.00 669.00 .50 2.00 376.00 417.00 463.00 506.00 552.00 593.00 636.00 678.00 .00 .00 470.00 520.00 581.00 324.60 325.40 328.00 336.00 .00 .00 .00 322.60 325.00 326.90 326.70 325.50 326.40 327.50 327.10 .00 .00 329.20 327.80 325.70 326.00 329.60 330.00 330.00 333.00 .00 .00 324.90 326.70 333.00 563.00 .00 1.00 469.00 526.00 590.00 .00 1.00 454.00 480.00 510.00 561.00 636.00 .00 .00 2.00 423.00 496.00 526.00 .00 .00 6.00 443.00 509.00 556.00 641.00 758.00 .00 .00 3,00 476.00 528.00 612.00 732.00 .00 .00 .00 404.00 447.00 465.00 525.00 566.00 613.00 656.00 699.00 .00 .00 364.00 426.00 471.00 515.00 559.00 602.00 645.00 686.00 .00 .00 5.00 478.00 535.00 596.00 D-2 1 I I 1 p ] j J 1 GR GR NC 6S XI X3 6R GR GR GR XI X3 GR GR GR GR GR 6R XI X3 GR GR GR GR GR XI X3 GR GR GR GR GR XI X3 GR GR GR GR GR GR GR XI X3 GR GR GR GR GR 6R XI X3 GR GR GR GR 6R 6R GR GR 6R XI X3 GR GR GR 6R GR GR 334.00 341.00 .00 .09 6.30 339.00 326.50 330.96 339.77 6.34 365.00 356.75 349.15 345.00 360.00 363.10 615.00 707.50 .00 .15 12.00 433 .00 500.00 590.80 720.00 27.00 335.00 342.00 .05 .25 460.00 326.90 327.50 332.72 341.53 464.00 633.50 730.00 .00 .20 543.00 460.00 512.00 617.60 742.00 537.00 336.00 343.00 .00 .70 80.00 327.10 327.65 334.46 343.30 195.00 652.00 746.00 .00 .20 200.00 482.00 527.50 644.40 764.00 195.00 338.00 344 .00 .00 1.72 135.00 325.70 327.80 336.24 344.65 195.00 672.00 762.00 .00 .20 .00 487.00 543.00 671.20 762.00 .00 340.00 665.00 200.00 306.00 416.50 500.00 620.00 732.50 363.75 357.50 348.30 345.00 360.60 221.00 327.00 433.00 515.00 642.50 362.50 356.25 347.50 350.00 361.20 242.00 346.50 449.50 541.00 665.00 361.25 355.00 346.70 355.00 361.85 363.70 755.00 364.35 777.50 365.00 263.50 370.00 466.00 565.00 687.50 800.00 .00 6.15 .00 325.20 329.20 336.00 346.00 .00 346 .00 275.00 344 .00 295 .00 342.00 313 .00 340 .00 327.00 338 .00 336 .00 367.00 335 .00 382 .50 334.00 396 .00 333 .00 419.00 331 .50 330 .40 464.00 326 .50 473 .00 326.70 474 .00 324 .60 480.00 325 .90 327 ,40 511.00 327 .10 537 .00 329.40 540 .00 331 .00 560.50 332 .60 336 .00 606.00 338 .00 636 .00 338.50 645 .00 336 .50 651.00 339 .30 342 .60 661.00 344 .10 705 .00 344.60 722 .50 345 .10 740.00 345 .40 6 .39 14.00 469 .00 537 .00 235.00 235 .00 235 .00 .00 .00 342 .00 296.00 339 .38 324 .25 336.75 352 .50 334 .13 380.75 331 .50 330 .90 429.00 330 .30 449 .00 329.70 469 .00 327 .70 471.00 326 .10 324 .80 508,00 326 .40 511. .00 330.30 519 .00 333 .20 537.00 335 .45 337 .70 581.00 338 .30 605. .00 339.05 622 .50 339 .80 640.00 341 .70 343 .60 691.00 6 .46 16.00 470 .00 530. ,00 330.00 410 .00 370.00 .00 .00 350. .00 195.00 347, .50 211. .00 345,00 227. .00 342. .50 243.50 340. .00 339 .35 281.50 336. ,70 303. .00 338.10 325. .00 337, ,50 347.00 336. .85 336. ,20 391.00 335, ,60 413. .00 335.00 435. ,00 332. ,00 450.00 335. ,00 333, ,50 500.00 332. ,00 530. 00 333.50 546. ,00 335. ,00 562.00 340. ,00 341, ,25 607.50 342. .50 630. 00 343.75 652. ,50 345. ,00 675.00 350, ,00 6, .52 22.00 460. .00 550. 00 330.00 370. .00 350. .00 .00 • ,00 3S5. .00 180.00 354. 00 202.50 353.00 225. .00 345.00 240.00 342. 50 340.00 295.00 339.15 316. 50 338.30 338. .00 337. 50 359.50 336. .70 335. 85 403.00 335. 00 425. 00 330.00 435.00 329.00 450.00 330. 00 329. 00 480.00 328. 00 500.00 329.00 525.00 330. 00 550.00 332. 50 335. 00 585.00 340. 00 595. 00 342.50 617. 50 345. 00 640.00 350. 00 350. 60 670.50 351. 20 691. 00 351.85 711. 50 352. 50 732.00 353. 10 353. 70 773.00 354. 35 794. 00 355.00 815. 00 6. 60 17.00 470. 00 530. 00 400.00 400. 00 400. 00 .00 00 355 .00 405 .00 350 .00 421 .00 345.00 437.00 340 .00 453 .50 335 .00 332 .00 500 .00 335 .00 530 .00 337.50 560.00 340 .00 590.00 340 • 65 341. .70 636 .00 342 .50 659 .00 343.30 662.00 344 .15 70S .00 345 .00 347. ,50 749, .00 350 .00 770 .00 350.40 791.50 350 .80 813 .00 351 .25 351. ,70 656. .00 352 .10 877 .50 352.50 899.00 352. .90 921 .00 353 .30 353. ,75 964. .50 354 .20 986 .00 354.60 1008.00 355 .00 1030 .00 6. ,74 23, .00 464 .00 527 .00 650.00 700.00 770. .00 .00 .00 360. .00 ,00 359 .15 20 .50 358.30 41.00 357. .50 62 .00 356 .70 355. .85 104.00 355. .00 125 .00 354.15 145.50 353. ,30 166. .00 352. .50 351. .70 208. ,00 350 .65 229 .00 350.00 250.00 349. ,35 272. .00 348, .70 346. 10 316. ,50 347. .50 339 .00 346.65 361.00 346. ,20 363, .00 345.60 345. 00 428. .00 344 .00 446 .00 343.00 464.00 342, ,00 482, .00 341.00 343. 00 527. .00 345. .00 555 .00 347.50 583.00 350, ,00 611, .00 351.25 352. 50 649. .00 353. .75 668 • 50 355.00 668.00 355. ,60 708. ,00 356. ,20 356.65 748. 50 357. .50 769 .00 358.10 769.00 358. ,70 809. ,00 359. .35 360. 00 850. 00 6. 64 18. .00 466. ,00 541 .00 480.00 480.00 480. 00 ,00 .00 360.00 350.00 345.85 357.50 362.50 .00 .20 .00 8.00 497.00 564.00 698.00 800.00 .00 3.00 345.00 442.00 502.00 581.00 671.00 744.00 .00 7.00 409.00 486.00 559.00 661.00 .00 9.00 260.00 369.00 470.00 585.00 695.00 .00 11.00 267.00 381.00 460.00 567.50 650.00 752.50 .00 12.00 470.00 613.00 728.00 634.50 943.00 .00 18.00 63.00 187.00 294.00 405.50 500.00 630.00 728.00 629.50 .00 11.00 285.00 400.00 483.00 592.00 710.00 J D-3 ] 3 3 3 I ] J 1 i I ] XI 6.96 11 00 455.00 515 .00 680.00 640,00 660 00 .00 .00 .00 XF .00 00 .00 .00 .00 1.00 00 .00 .00 .00 X3 6.00 GR 385.00 300 00 382.50 325 .00 380.00 350.00 379 15 367 .50 376.30 365.00 GR 377.50 402 .50 376.70 420 .00 375.85 437.50 375 00 455 .00 367.so 472.SO GR 360.00 490 00 356.00 500 .00 360.00 515.00 367 so 535 .00 375.00 555.00 GR 380.00 572 50 385.00 590 .00 XI 7.07 14 00 472.00 530 .00 600.00 600.00 600.00 .00 .00 .00 X3 4.00 GR 400.00 350 00 390.00 370 .00 380.00 390.00 377 so 417 .00 375.00 445.00 GR 373.00 472 00 371.00 500 .00 375.00 530.00 377 50 550 .00 380.00 570.00 GR 381.25 587 50 382.50 605 .00 383.75 622.50 385 00 640 .00 390.00 670.00 GR 395.00 680 .00 397.50 710 .00 400.00 740.00 GS .12 .09 .31 .10 .96 .20 4 14 .30 23.30 .30 EJ .00 .00 .00 .00 ,00 .00 00 .00 .00 .00 TI INITIAL BED MATERIAL COmOSniOS SECTIOH SIZE FRACTICnt SIZE FRACTION SIZE FRACTION SIZE FRACTION SIZE FRACTIC MM MM HH MM HH 5.51 .11 .175 .35 .206 1.02 .206 2.49 .206 7.75 .206 5.60 .11 .173 .34 .207 .98 .207 2.38 .207 7.54 .207 5.67 .11 .171 .33 .207 .94 .207 2.30 .207 7.37 .207 5.76 .10 .169 .31 .206 .90 .208 2.20 .208 7.16 .208 5.84 .10 .168 .30 .208 .87 .208 2.13 .208 7.02 .208 5.91 .10 .166 .29 .209 .84 .209 2.05 .209 6.86 .209 5.98 .10 .164 .28 .209 .81 .209 1.98 .209 6.72 .209 6.05 .10 .163 .28 .209 .78 .209 1.92 .209 6.59 ,209 6.08 .10 .162 .27 .209 .77 .209 1.89 .209 6.52 .209 6.12 .10 .161 ,27 .210 .76 .210 1.86 .210 6.45 .210 6.16 .09 .161 .26 .210 .74 .210 1.82 .210 6.38 .210 6.19 .09 .160 .26 .210 .73 .210 1.79 .210 6.31 .210 6.22 .09 .159 .26 .210 .72 .210 1.77 .210 6.25 .210 6.26 .09 .158 ,25 .210 .71 .210 1.73 .210 6.18 .210 6.28 .09 .156 ,25 .211 .70 .211 1.72 .211 6.15 .211 6.30 .09 .156 .25 .207 .71 .210 1.77 .214 6.42 .214 6.34 .09 .153 .25 .202 .72 .210 1.64 .218 6.83 .218 6.39 .10 .149 .26 .196 .73 .209 1.94 .223 7.36 .223 6.46 .10 .143 .26 .186 .75 .209 2.09 .231 8.28 .231 6.52 .10 .137 .27 .177 .77 .208 2.25 .239 9.25 .239 6.60 .10 .131 .27 .167 .79 .207 2.45 .248 10.50 .248 6.74 • 11 .119 .28 .146 .84 .206 2.68 .265 13.41 .265 6.84 .11 .111 .29 .134 .87 .205 3.18 .275 15.62 .275 6.96 .12 .100 .30 .117 .92 .203 3.65 .290 19.26 .290 7.07 .12 .091 .31 .101 .96 .202 4.14 .303 23.30 .303 TKE YANG SEDIMENT FORMULA IS USED D-4 ] 1 ! 3 J I 1 TIME .50 HRS DT - 100 SECS TIHE STEP - SECTION W.S.ELEV. WIDTH DEPTH FT FT PT Q CFS V PPS 0 SLOPE DSO QS/Q MM 1000 PPM PR SED. YIELD TONS 5 .51 • 274 .57 30.8 2.57 125 3.16 .00669 1 .04 9.31 .49 .363E-f01 5 . 60 261 .20 29.1 1.20 125 4.94 .02717 1 .11 24.89 .93 .971E+01 5 .67 266 .20 27.5 2.20 125 3.06 .00524 • 92 7.04 .44 .275E+01 5 .76 294 .59 31.1 1.59 125 5.05 •03194 1 .09 33.67 1.00 .131E+02 5 .84 300 .93 33.2 1.93 125 3.17 .00743 .94 3.04 .51 .118E-I-01 S .91 304 .63 41.2 1.63 125 3.29 .01109 .89 4.05 .60 .156E-*-01 5 .98 306 .99 31.9 1.99 125 3.94 .01444 .91 12.14 .70 •473E+01 6 .05 313 .94 50.1 1.64 125 3.58 .01925 .78 6.09 .75 .316E-f01 6 .08 318 .98 29.2 2.08 125 4 .94 .02964 .97 38.78 .93 .151E-t-02 6 .12 321 .93 46.0 2.13 125 2.69 .00669 .85 3.22 .47 .126E+01 6 .16 323 .35 40.4 2.05 125 2.88 .00702 .80 2.01 .49 . 784E-f00 6. .19 325 .01 53.6 2.31 125 2.99 .01172 .84 8.36 .60 .327B+01 6. ,22 325, .78 39.4 3.66 125 1.60 •00153 .75 1.33 .24 .519E-t-00 6. ,26 326. .72 45.9 1.02 125 3.62 .01760 .84 17.50 .73 .683E+01 6. ,26 327. ,24 73.3 4.04 12S .94 .00036 .76 .33 .12 • 127E-«>00 6. 30 327. .44 33.4 2.24 125 3.49 .01037 ,64 8.94 .59 •349E+01 6. 34 328. .15 65.2 3.35 125 1.09 .00054 .66 .06 .15 .225E-01 6. 39 328. 28 44.4 3.46 125 1.36 •00066 62 .40 .17 • 156E'fOO 6. 46 333. 17 49.7 1.17 125 4.29 .03461 1. 44 120.53 .99 .470E+02 6. 52 333 . 61 149.3 5.81 125 .21 .00001 1. 10 .00 .02 •OOOE+00 6. 60 333. 60 36.1 1.80 125 3.84 .01561 1. 35 9.10 • 71 .35SE+01 6. 74 342. 74 54.8 1.74 12S 2.62 .00759 1. 65 .46 .49 •181E+00 6. 84 346. 43 51.1 1.43 125 2.64 •00707 2 . OS 5.43 .48 .212E-i'01 6. 96 356. 61 16.3 2.61 125 5.69 .02392 2. 53 .00 .91 •OOOE+00 7. 07 372. 57 33.8 1.57 125 4.72 .02835 3. 16 .00 .94 •OOOE+00 TME -6.89 HRS DT -200 SECS TIME STEP -120 lECTION W.S. ELEV. WIDTH DEPTH Q V SLOPE DSO QS/Q FR SED. YIELD FT PT FT CPS PPS HH 1000 PPM TONS 5.51 276 .00 50.1 6.00 1721 9.40 .01506 1.95 5.59 .87 .S62E+04 S.60 284 .25 74.8 4.29 1721 6.96 .02136 2.21 15.16 .99 •535E+04 5.67 290 .31 45.3 5.73 1721 8.64 •01037 2.57 2.58 • 73 .494E+04 5.76 296 .71 37.4 9.69 1721 11.27 .02121 2.60 5.66 .98 .474E+04 5.84 304 .42 66.9 5.12 1721 7.84 •01206 1.86 5.79 .76 .420E+04 5.91 309 .60 74.1 3.69 1721 7.76 .01302 1.54 5.29 .79 .362B+04 5.96 313 .51 74.6 4.01 1721 6.72 .00822 1.21 7.61 .64 .576E+04 6.05 316 .88 69.7 3.91 1721 7.89 .01287 2.70 7.19 .79 .630E+04 6.08 319 .18 44.6 7.31 1721 9.90 .01659 3.77 7.09 • 89 .596E+04 6.12 322 .76 79.9 6.15 1721 7.65 .01394 3.47 5.73 .80 .481E+04 6.16 325 .57 108.7 4 .75 1721 5.99 •00912 2.72 4.14 .65 .331E+04 6.19 327 .35 158.6 4.73 1721 5.04 .00845 2.49 3.61 .61 .223E+04 6.22 328 .61 154.3 5.52 1721 4.42 .00534 1.32 3.01 • 49 .170E+04 6.26 329 .66 94.0 5.72 1721 5.62 .00616 2.66 2.54 .55 .159E+04 6,26 330. .34 114.8 4.91 1721 4.29 .00323 .69 2.17 .40 .108E+04 6.30 330. ,83 132.9 6.58 1721 4.32 •00401 1.79 1.76 .44 .119E+04 6.34 331. ,56 129.0 6.44 1721 4 .07 .00315 1.45 1.53 • 40 .976E+03 6.39 332. ,35 133.8 6.10 1721 4.21 .00373 3.64 .74 .42 .735E+03 6,46 334. ,9S 125.3 4.17 1721 7.45 .02277 3.46 .82 .97 .886E+03 6.52 337, ,14 220.7 7.72 1721 1.50 .00023 .61 .06 .12 .200E+02 6.60 337. ,39 96.6 5.48 1721 6.11 .00631 4.01 .75 .63 .119E+04 6.74 345. 11 132.3 4.49 1721 6.01 .01184 5.18 .65 .72 .104E+04 6.84 349. 52 129.4 4.78 1721 5.05 .00647 7.07 .17 .55 .411E+03 6.96 363. 29 41.4 7.29 1721 10.82 .01933 2.53 .00 .97 .OOOE+00 7.07 375. 45 93.7 4 ,45 1721 8.15 .02068 3.18 • 00 .96 .OOOE+00 ! D-5 TIME - 10.94 HRS DT • 200 SECS TIME STEP • 193 ] 1 ] ] SECTION 5.51 5.60 5.67 5.76 5.64 S.91 5.96 6.05 6.06 6.12 6.16 6.19 6.22 6.26 6.28 6.30 6.34 6.39 6.46 6.52 6.60 6.74 6.84 6.96 7.07 ID W.S.ELEV. FT 269.80 295.21 299.52 307.43 312.21 318.67 325.52 326.11 329.51 331.09 333.63 334.54 334.88 335.88 337.28 337.91 339.00 339.90 341.96 343.72 344.44 351.92 354.71 374.50 382.00 WIDTH FT 105.2 138.2 83.7 102.9 99.0 106.4 154.. 3 96.3 156.1 188.3 362.4 293.9 169.7 165.7 228.5 261.9 330.2 320.6 372.6 376.2 273.7 438.6 192.0 97.5 212.1 DEPTH FT 17.80 14.68 21.29 14.55 14.56 12.39 14 .02 17.76 14.78 18.41 11.54 11.57 12.53 14.34 14.08 13.59 14.33 13.78 11.54 13.99 12. S7 11.15 10.34 18.50 11.00 Q CPS 16500 16500 16500 16500 16500 16500 16500 16500 16500 16500 16S00 16500 16500 16500 16500 16500 16500 16500 16500 16500 16S00 16500 16500 16500 16500 V PPS 14.99 11.97 18.42 16.10 17.25 17.08 10.02 15.19 11.72 11.07 8.02 8,25 10.48 11.01 8.54 6.30 7.37 6.04 7.96 5.23 11.01 7.27 13.40 17.58 13.44 SLOPE .00976 .00647 .01577 .01210 .01455 .01504 .00409 .00940 .00705 .00744 .00586 .00493 .00546 .00624 .00400 .00432 .00392 .00504 .00594 .00149 .01161 .00543 .01396 .01516 .01606 DSO HH 2.95 2.42 3.40 3.04 2.81 1.96 2.28 4.43 3.67 3.67 2.67 2.55 3.64 4.21 3.59 4.34 4.68 5.56 2.62 1.51 4.86 5.16 6.44 2.53 3.18 QS/Q 1000 Pm 4.14 3.57 3.07 2.91 2.62 2.77 3.52 3.51 3.61 3.56 3.61 3.35 2.69 2.18 1.74 1.24 .88 .77 .74 .62 .42 .34 .52 .00 .00 FR .62 .67 .99 .90 .98 1.00 .54 .80 .69 .69 .59 .56 • 61 .65 .52 .53 .50 .56 .59 .32 .63 .56 • 93 1.00 • 98 SED^ YIELD TC»fS •24SE+05 .224B+05 .209E+05 .186B+05 .164E+05 •144E+05 .201B+0S .199E+05 .ie3E+0S •170E+05 .150E+05 .137E+05 .127E+05 .llOB+OS .915E+04 .669E+04 .483E+04 .295E+04 .26SE+04 .149E+04 .271B+04 .249E+04 .171E+04 .OOOB+00 •OOOE+00 24 SECTION 6 96 TIHE - 10.94 HRS WS -374.50 WIDTH -97.5 Z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ Y 385.00 .00 .00 300.0 382.50 .00 .00 325.0 380.00 .00 .00 350.0 379.15 .00 .00 367.5 378,30 .00 .00 385.0 377.50 .00 .00 402.5 376.70 .00 .00 420.0 375.85 .00 .00 437.5 375.00 .00 .00 455.0 367.50 .00 .00 472.5 360.00 .00 .00 490.0 356.00 .00 .00 500.0 360.00 .00 .00 515.0 367,50 .00 .00 535.0 375.00 .00 .00 555.0 380.00 .00 .00 572. S 385.00 .00 .00 590.0 555.0 ID 23 SECTION 6. 64 TIME - 10.94 HRS WS -354.71 WIDTH -192.0 Z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ Y 365.00 .00 .00 200.0 363.75 .00 .00 221.0 362.50 .00 .00 242.0 361.25 .00 .00 263.5 360.00 .00 .00 285.0 358.75 .00 .00 306.0 357.50 .00 .00 327.0 356.25 .00 .00 348.5 355.00 .00 .00 370.0" 349.83 -.01 -.17 400.0 348.97 -.01 -.18 416.5 348.07 -.01 -.23 433.0 347.20 -.01 -.30 449.5 346.30 -.01 -.40 466.0 345.36 -.01 -.49 463.0 344.45 -.01 -.55 500.0 344.36 -.01 -.64 515.1 349,79 -.01 -.21 541.0 355.00 .00 .00 565.0 357.50 .00 .00 592.0 360.00 .00 .00 620.0 360.60 .00 .00 642.5 361.20 .00 .00 665.0 361.65 .00 .00 667.5 362.50 .00 .00 710.0 363.10 .00 .00 732.5 363.70 .00 .00 755.0 364.35 .00 .00 777.5 365.00 -.00 .00 800.0 ID 22 SECTIOH 6.74 TIHE - 10.94 HRS WS > 351.92 WIDTH -438.6 Z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ Y 360.00 .00 .00 0 359.15 .00 .00 20.5 358.30 .00 .00 41.0 357.50 .00 .00 62 0 356.70 .00 .00 83.0 355.85 .00 .00 104.0 355.00 .00 .00 125 0 354.15 .00 .00 145.5 353.30 .00 .00 166.0 352.50 .00 .00 187 0 351.68 .00 -.02 208.0 350.63 .00 -.02 229.0 D-6 j 1 i I 1 I I ] J i I 350 • 00 .00 .00 250.0 349. .36 .00 .01 272.0 346 .72 .00 348 .13 .00 .02 316.5 347. ,52 .00 .02 339.0 346 .87 .00 346 .21 .00 .01 363.0 345, ,62 .00 .02 405.5 344 .99 .00 343 . .97 .00 -.03 446.0 342 , ,79 .00 -.21 464.0 341. .51 .00 340. ,76 .00 - .22 500.0 342. ,76 .00 -.24 527.0 345, ,00 .00 347. .52 .00 .02 583.0 349. 99 • 00 -.01 611.0 3S1. ,22 .00 3S2, 50 .00 .00 649.0 353. 7S .00 .00 668.5 355. ,00 .00 355. 60 • 00 .00 706.0 356. 20 .00 .00 728.0 356. .85 .00 357. SO .00 .00 769.0 358. 10 .00 .00 789.0 356. 70 .00 359. 35 .00 .00 629.5 360. 00 .00 .00 850.0 .02 .02 -.01 -.49 • 00 -.03 .00 .00 .00 ID ID ID 19 SECTION DZ 6.46 TIME 10.94 HRS WS - 341.96 WIDTH TDZ DZ TDZ 372.6 DZ TDZ 294.0 361.0 428.0 462.0 555.0 630.0 668.0 746.5 809.0 21 SECTION 6. ,60 TIHE - 10.94 HRS WS -344.44 WIDTH -273.7 Z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ y 355 .00 .00 .00 405.0 350.00 .00 .00 421^0 345, .00 .00 • 00 437 .0 340 .06 .00 .06 453.6 334.91 .00 -.09 470^0 331. ,67 .00 -.13 SOO. .0 334 .92 .00 -.06 530.0 337.45 .00 -.05 560.0 339. ,99 .00 -.01 590. .0 340 .86 .00 .01 613.0 341.72 .00 .02 636.0 342, ,51 • 00 .01 659. ,0 343 .32 .00 • 02 662.0 344.17 .00 .02 705.0 345. .00 .00 .00 726. ,0 347 .50 .00 .00 749.0 350.00 .00 .00 770.0 350. 40 .00 .00 791. 5 350 .80 .00 .00 813.0 351.25 .00 .00 834.5 351. 70 .00 .00 856. ,0 352 .10 .00 .00 877.5 352.50 .00 .00 699.0 352. 90 • 00 • 00 921. .0 353. .30 .00 .00 943.0 353.75 .00 .00 964.5 354. 20 .00 .00 986. 0 354 , .60 .00 .00 1008.0 355.00 .00 .00 1030.0 20 SECTIOH 6, , 52 TIME - 10.94 HRS WS -343.72 WIDTH -376.2 Z DZ TDZ y Z DZ TDZ Y Z DZ TDZ y 355.00 .00 .00 160.0 354.00 .00 .00 202.5 353. .00 .00 .00 225 .0 345.00 .00 .00 240.0 342.34 -.01 -.16 266.9 339, .86 .00 -.14 295 .0 339.07 .00 -.06 316.5 338.22 .00 -.08 338.0 337. .42 .00 -.08 359 .5 336.58 .00 -.12 381.0 335.72 .00 -.13 403.0 334. ,87 .00 -.13 425 .0 329.91 .00 - .09 435.0 329.73 .00 .73 450.0 329, ,91 .00 -.09 460. .0 329.73 .00 .73 480.0 329.73 .00 1.73 500.0 329. .73 .00 .73 525. .0 329.97 • 00 -.03 550.0 332.39 .00 -.11 567.5 334. 65 .00 -.35 565 .2 339.66 .00 -.14 595.0 342.34 • • .01 -.16 617.6 345. .00 .00 .00 640. ,0 350.00 .00 .00 650.0 350.60 .00 .00 670.5 351. 20 .00 .00 691. ,0 351.85 .00 .00 711.5 3S2.50 .00 .00 732.0 353. 10 .00 .00 752. ,5 353.70 .00 .00 773.0 354.35 .00 .00 794.0 355. 00 .00 .00 615. ,0 350.00 .00 .00 195.0 347.50 .00 .00 211.0 345.00 .00 .00 227.0 342.50 .00 .00 243.5 340.ie-^ roa*= .16 260.1 339.37 ' .Ofr .02 281.5 338.71 .00 .01 303.0 338.11 • 00 • 01 325.0 337.52 .00 .02 347.0 336.86 .00 .01 369.0 336.20 .00 .00 391.0 335.59 .00 - .01 413.0 334.97 .00 -.03 435.0 331.36 -.01 -.64 450.0 334.95 .00 -.05 470,0 333.05 -.01 -.45 500.0 330.41 ' -.01 -1.59 530.0 333.12 .00 -.38 546.0 334.99 .00 -.01 562.0 340.03 .00 .03 585.0 341.29 .00 .04 607.5 342.50 .00 .00 630.0 343.75 .00 .00 652.5 345.00 .00 .00 675.0 350.00 .00 .00 695.0 ID 18 SECTION 6. .39 TIHE - 10.94 HRS WS -339.90 WIDTH -320.8 Z DZ TDZ y Z DZ TDZ Y Z DZ TDZ y 342.00 .00 .00 296.0 339.50 .01 .12 324.3 336.78 .00 .03 352.5 333.96 .00 -.16 360.7 331^06 .00 -.44 408.8 330.67 .00 -.23 428.9 330.06 .00 -.24 449.0 329.06 --.01 -.62 469.0 327.74 -.01 .04 470.9 326.14 - .01 • 04 488.0 326.12 -• .01 1.32 508.0 326.12 -.01 -.28 511.1 D-7 j J 1 1 ] ] i ] + 1 i I j 329 64 -.01 -.66 519 3 333 00 .00 -.20 537.1 335.31 .00 -.14 559.0 337 69 .00 -.01 581 0 338 34 .00 .04 60S.0 339.12 .00 .07 622. S 339 87 .02 .07 640 0 341 70 .00 .00 661.0 343.60 .00 .00 691.0 ID 17 SECTKMI Z DZ TDZ 6.34 TIME - 10.94 HRS WS - 339.00 WIDTH - 330.2 y Z DZ TDZ Y Z DZ TDZ 346.00 .00 .00 275.0 344.00 .00 .00 295.0 342.00 .00 .00 313.0 340.00 .00 .00 327.0 337.67 -.02 -.33 344.8 335.55 .00 -.45 366.8 334.74 .00 -.26 382.4 333.69 .00 -.31 397.9 332.59 .00 -.41 418.9 330.82 .00 -.66 441.8 329.39 .00 -1.01 463.7 327.12 • 00 -1.38 472.9 326.59 .00 -.11 474.0 324.67 .00 -.13 480.0 325.29 • 00 -.61 502.0 326.71 .00 -.69 511,0 326.59 .00 -.51 537.0 32S.39 .00 -1.01 540.2 330.14 .00 -.86 560.8 331.97 .00 -.63 581.2 335.56 .00 - .44 608.2 337.68 .00 -.12 636.1 338.28 -.02 -.22 645.0 336.28 -.02 -.22 651.1 339.30 .00 .00 671,0 342.80 .00 .00 681.0 344.10 .00 .00 705.0 344.60 .00 .00 722.5 345.10 .00 .00 740.0 345.40 .00 .00 744.0 ID 16 SECTION DZ TDZ 6.30 TIHE • 10.94 HRS WS - 337.91 WIDTH - 261.9 Y Z DZ TDZ Y Z DZ TDZ 339.00 .00 .00 433.0 326.41 -.06 -2.49 459.0 326.01 - .01 -1.09 462 0 324.33 -.02 -1.37 487.0 324.31 -.02 -.89 497.0 325.12 -.02 -1.38 500 0 326.53 -.01 -.97 512.0 326.80 -.01 -.85 527.5 327.09 -•01 -.71 543 0 329.15 -.01 -.05 563.7 330.33 -.01 -.63 591.0 332.24 .00 -.46 617 8 333.95 .00 -.53 644.7 335.25 -.04 -.99 671.6 338.00 .00 .00 696 0 339.77 .00 .00 720.0 341.53 .00 .00 742.0 343.30 .00 .00 764 0 344.65 .00 .00 782.0 346.00 .00 .00 600.0 ID 15 SECTIOH Z DZ 6.28 TIHE - 10.94 HRS TDZ Y Z DZ WS - 337.28 HIDTH * 228.5 TDZ DZ TDZ 350.00 .00 .00 420,0 337.12 -.11 -2.88 439.9 325 49 -.03 -4.51 456.1 324.69 -.03 -2.51 469.3 323.43 -.03 -1.48 478.0 323 17 -.04 -.03 498.0 324.37 -.03 -1.53 506.0 325.00 -.03 -1.40 511.0 323 97 -.03 -1.43 520.0 325.54 -.03 -1.16 S35.0 326.01 -.02 -1.49 547.0 326 11 -.02 -1.99 555.6 326.96 -.02 -3.04 569.2 331.04 -.01 -.96 S61.3 332 18 -.01 -.62 598.3 333.19 - .01 -.61 615.4 333.93 .00 -1.07 634.1 334 06 - .11 -1.94 653.1 338.00 .00 .00 672.0 340.00 .00 .00 685.0 341 00 .00 .00 707.5 342.00 .00 .00 730.0 343.00 .00 .00 746.0 344 00 .00 .00 762.0 ID 14 SECTIC Z DZ 6.26 TIME TDZ Y 10.94 HRS HS - 335.88 HIDTH - 331.5 Z DZ TDZ y Z DZ TDZ 340.00 .00 .00 340.0 331.99 .01 1.99 363.7 330.04 .05 .24 369.1 328.67 -.05 -.93 376.2 328.60 -.05 -.60 384.7 327.73 -.05 -1 .07 392.5 326.66 - .06 -1.82 400.1 325.89 -.06 -2.21 406.1 324.97 -.07 -2 .73 417.0 325.03 -.07 -2.77 426.0 325.32 -.07 -2.66 436.0 325.43 -.07 -2 .67 446.0 322.99 -.08 -3.91 454.0 321.50 - .04 -4.20 463.0 321.50 -.04 -4 .20 471.0 321.60 - .05 -4.20 480.0 321.65 -.05 -4.15 488.0 321.61 -.05 -4 .09 497.0 321.87 -.05 -4.03 506.0 322.02 -.05 -3.96 515.0 322.27 -.06 -3 • 83 525.0 322.40 -.06 -3.70 535.0 324.68 -.06 -1.52 545.0 326.32 -.06 -1 .56 549.5 328.77 -.05 -.83 556.7 328.99 -.05 -1.01 569.0 329.02 -.04 -.96 577.0 329.05 -.04 -.95 585.0 329.08 - .04 -.92 593.0 329.12 - .04 -.86 602.0 329.15 -.04 -.85 610.0 329.18 -•04 -.82 619.0 329.21 -.04 -• 79 627.0 329.24 -.04 -.76 636.0 329.28 -.04 -.72 645.0 329.31 -.04 -.69 654.0 329.35 -.03 -.65 663.0 331.40 .09 1.40 671.1 333.77 .09 2 .27 676.9 335.39 .02 2.39 681.4 340.00 .00 .00 700.0 ID D-8 3 I i I I \ 1 J J i I J 13 SECTION 6. 22 TIME « 10.94 KRS WS -334 .88 WIDTH -339.4 Z DZ TDZ y Z DZ TDZ Y Z DZ TDZ Y 340.00 .00 .00 365.0 331.00 .00 • 00 363 .0 329.37 .00 -1.33 369 .4 327.85 .00 -2 .55 395.6 325.06 .00 2^46 404.0 323.23 .00 .83 413 . 0 322.33 - .03 .03 422.0 322.32 -.03 .22 431.0 322.40 -.03 -1.20 439 .0 322.99 - .04 -2 .01 447.1 324.53 • -.05 -1.97 455.1 324.87 -.05 -1.73 462 .0 325.03 -.05 -1. .67 470.0 325.19 • -.OS -1.61 477.0 325.37 -•OS -1.53 465 .0 325.40 -.05 -1. .50 493.0 325.26 -.05 -1.52 501.0 325.31 -.05 -1.49 509. .0 325.21 -.05 -1, .49 517.0 325.26 • •-05 -1.44 525.0 324.83 -.05 -1.67 532, ,9 324.67 -.05 -1. ,53 540.9 324.50 • •-05 -1.50 549.0 324.16 -.05 -1.52 557, ,0 324.03 -.05 -1. ,47 566.0 324.26 --.04 -1.42 575.0 324.46 - .04 -1.34 565. .0 324.72 -.04 -1. .26 595.0 324.98 --.04 -1.22 604.0 325.17 -.04 -1.23 613. 1 325.52 -.04 -1, 08 622.0 325.60 --.03 -1.00 631.0 326.05 -.03 -.95 639. 0 326.22 -.03 -1. ,08 647.0 326.23 --.03 -1.27 656.3 326.27 - .03 -1.53 664 . 3 326.26 -.03 -1. ,72 673.0 326.31 -• 03 -1.39 680.6 326.38 - .03 -1.02 686. 9 327.10 .00 .00 699.0 340.00 .00 .00 725.0 ID 12 SECTIOH 6 .19 TIHE - 10.94 HRS WS -334.54 HIDTH -293.9 Z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ Y 348.00 .00 .00 391.0 341.00 .00 .00 413.0 331.70 -.15 -1^75 430.9 323.01 .00 -2.89 446.7 322.96 .00 -1.64 476.0 324.04 .00 1.34 479^0 324.34 .00 .14 491.0 325.88 .00 .68 499.0 324.31 .00 .51 520^0 326.34 .00 .94 527.9 327.37 .00 .97 557.0 327.76 .00 1.01 580.0 328.07 .00 .97 603.0 326.07 .00 .68 604.1 328.53 .00 .53 6J.2.2 329.24 .00 .24 636.3 329.39 .00 -.61 660.7 330.12 .00 -1.86 685.3 332.72 - .15 -1.26 705.8 336.00 .00 .00 732.0 338.00 .00 .00 760.0 ID 11 SECTION 6, .16 TIME - 10.94 HRS HS -333 .63 WIDTH « 362.4 Z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ y 346.00 .00 .00 367.0 339.00 .00 .00 388.5 331.30 .00 -.70 409.6 332.15 .00 -.35 414.0 322.08 -.02 -2.92 440.4 322.44 -.02 -1.76 465.9 322.36 - .02 -.74 481.4 322.19 • -.02 .19 497.0 322.15 -.02 .85 503.0 322.19 - .02 .59 509.0 322.19 • - .02 -.01 510.0 322.23 -.02 -.17 516.1 324.81 -.01 .41 521.1 324.64 --.01 -.36 534.0 327.74 -.01 .74 556.0 327.73 -.01 .78 571.5 327.76 --.01 .86 587.0 327.76 -.01 .66 601.1 327.97 -.01 .27 612.3 326.57 .00 -.73 641.0 328.59 .00 -1.01 644 .9 331.66 .00 -.34 671.2 332.27 .00 -.23 700.1 332.88 .00 - .12 729.1 333.50 .00 .00 758.0 334.00 .00 .00 787.0 ID 10 SECTION 6. 12 TIME - 10.94 HRS HS -331.09 WIDTH -188.3 Z DZ TDZ y Z DZ TDZ Y Z DZ TDZ y 344.00 .00 .00 336.0 337.00 .00 .00 359.0 331.09 .00 1.09 382.6 329.46 • 00 2.56 404.1 325.05 .00 1.25 424.0 323.13 .00 - .37 428.2 321.61 .00 -1.39 448.8 321.26 .00 -1.32 463.3 317.90 .00 -3 .80 476.9 313.67 .00 -7.33 496.0 312.69 .01 -7.11 503.0 312.80 .00 -7.20 510.0 313.54 .00 -7.56 512.0 318.46 .00 -2.22 518.8 323.43 .00 -1.97 525.6 326.50 .00 - .40 543.0 330.29 .00 3.39 554.9 331.09 .00 .09 570.9 342.00 .00 .00 598.0 ID 9 SECTIOH 6. 06 TIME - 10.94 KRS HS -329.51 HIDTH -156.1 Z DZ TDZ Y Z DZ TDZ y Z DZ TDZ Y 340.00 • 00 .00 396.0 330.00 .00 .00 411.0 319.71 .00 -2.99 437.7 319.53 .00 -1.47 450.2 319.57 .00 .07 454.3 314.72 .00 -4.38 465 .8 314.72 .00 -2.18 467.0 314.72 .00 -2.28 472.0 314.72 • 00 -4 .78 477.0 D-9 1 ! 3 3 I > ] i 1 J 314.72 .00 -4.68 460.0 315.11 .00 -2.69 482.0 317. .61 .00 - .09 486.0 317.94 .00 -1.16 466.2 320.47 .00 .47 506.0 320. ,26 .00 1.46 509.2 320.40 .00 1.80 519.2 320.52 .00 .42 523.0 320 ,60 .00 .90 536.8 321.20 .00 1.80 547.4 325.42 .00 -1.58 562.7 330. ,67 • 00 -1.33 570.0 333.80 .00 .00 577.0 333.60 .00 .00 592.0 338. ,90 • 00 .00 614.0 344.00 .00 • 00 636.0 ID 8 SECTIOH 6, . OS TIME - 10.94 HRS WS -326.11 HIDTH • 96.3 Z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ y 336.00 .00 .00 424.0 330.00 .00 .00 441.0 326.76 .00 -1.14 448.0 317.55 -.05 -1.15 462.4 314.67 -.01 .07 466.2 308. ,34 -.01 -3.76 474.9 308.27 -.13 -3.93 481.0 308.61 -.13 -4.99 465.0 310.75 -.14 -2.55 511.0 317.46 .20 3.16 525.4 330.40 .00 .00 555.0 326.83 .00 -2.27 558.0 328.10 .00 .70 559.0 328.00 .00 .00 571.0 327. ,80 .00 .00 590.0 327.90 .00 ,00 606. S 328.00 .00 .00 623.0 340, ,00 .00 .00 644.0 ID 7 SECTION 5. , 98 TIME - 10.94 HRS ws -325.52 HIDTH -154.3 Z DZ TDZ Y Z DZ TDZ y Z DZ TDZ Y 350.00 .00 .00 330.0 345.00 .00 .00 347.0 340.00 .00 .00 364.0 335.00 .00 .00 361.0 330.00 .00 .00 398.0 324. .21 - .15 -.79 414.5 317.46 .04 -2.54 433.2 313.67 .05 -1.33 453.8 311. 55 .06 1.5S 471.3 311.55 .06 3.05 , 466.9 311.55 .06 4.55 500.0 311. .55 .06 3.05 511.1 311.55 .06 1.55 527.5 314.32 .05 -3.18 545.3 324. ,21 -.15 -.79 563.5 333.30 .00 .00 560.0 341.70 .00 .00 597.0 350. .00 .00 • 00 615.0 ID 6 SECTION 5. ,91 TIHE * 10.94 HRS WS -318.87 WIDTH -106.4 Z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ y 350.00 .00 .00 348.0 341.70 .00 .00 368.0 333. ,30 .00 .00 389.0 325.00 .00 .00 410.0 320.00 .00 .00 430.0 318. 85 .17 3.85 447.2 310.56 -.01 .56 460.0 307.14 -.02 2.14 473.7 306. 61 -.02 2.61 487.0 306.45 -.03 3.45 500.0 306.68 -.02 1.68 521.4 311. .91 .13 1.91 536.2 318.99 .00 1.49 551.1 325.00 .00 .00 567.0 333. .30 .00 .00 581.0 341.70 .00 .00 596.0 350.00 .00 .00 611.0 ID 5 SECTIOH 5. , 84 TIHE - 10.94 HRS HS -312.21 WIDTH -99.0 Z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ y 337.00 .00 .00 370.0 331.00 .00 .00 365.0 .325. .00 .00 .00 400.0 316.30 .00 .00 417.0 312.21 .03 .51 434.3 307. .07 - .01 2.07 453.5 299.01 -.03 -3.49 468.2 296.03 -.04 -1.97 467.6 297.63 -.03 -1.37 500.0 298.61 .05 -1.19 514.6 311.92 .01 -.58 532.7 325. .00 .00 .00 553.0 337.00 .00 .00 S70.0 ID 4 SSCTION 5. ,76 TIHE « 10.94 KRS WS -307.43 WIDTH -102.9 Z DZ TDZ y Z DZ TDZ y Z DZ TDZ Y 337.00 .00 .00 350.0 333.00 .00 .00 370.0 329, ,00 .00 .00 390.0 325.00 .00 .00 410.0 316.70 .00 .00 425.0 307.47 -.07 -.63 440.0 297.87 -.02 -2.13 453.3 297.75 .03 .25 466.4 295, ,70 .04 .71 479.1 292.93 .04 -1.07 490.9 292.93 .04 -.07 500.0 296. ,01 .04 1.01 515.7 298.52 .01 -1.48 530.9 310.96 -.05 -1.52 548.0 324.77 -.05 -.23 567.0 337.00 .00 .00 565.0 ID 3 SECTIC 5. , 67 TIME m 10.94 HRS WS -299.52 HIDTH • 83.7 D-10 J 1 I 1 I I I ! J J DZ TDZ DZ TDZ DZ TDZ 350. .00 .00 .00 373.0 336 .27 .00 -1.23 366 .0 326 • 11 .00 1 .11 400 .0 .0 316. ,70 .00 .00 416.0 306 .30 .00 .00 432 .0 300 .00 .00 .00 448. .0 .0 297. ,32 - .04 2 .32 465.8 287, ,79 .03 -2.21 478 .7 281 .22 .03 -3 .78 487. .8 ,0 . 0 278. ,10 - .12 -5. .90 SOO.O 284, ,42 .01 - .58 513. .9 268. .84 -.05 -1 .16 520, .8 ,0 . 0 299, .62 .00 .38 535.0 311, .97 .00 -.53 552, ,0 325, ,00 .00 .00 570. .8 ,0 . 0 333. 30 .00 ,00 586.0 341. .70 .00 .00 603, ,0 350, ,00 .00 ,00 620. 0 ID 2 SECTION 5. ,60 TIME « 10.94 HRS WS -295.21 HIDTH -138 .2 Z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ y 325.00 .00 .00 365.0 312.50 .00 .00 364 .0 300. ,00 .00. .00 403. .0 293.11 -.13 -1.89 413.3 267.61 .01 -2.19 423.0 287, ,62 .01 .12 435. .7 285.42 .01 .42 447.4 263.72 .01 .42 461.2 283, .38 .01 1.68 476. ,7 280.55 .01 .55 490.1 280.55 .01 .55 502.8 283. .18 .01 .68 516. .4 285.17 .01 .17 531.4 291.31 .02 -1.19 543.3 297. 69 -.04 -2.31 552. .0 312.21 -.04 -.29 572.0 325.00 .00 .00 593.0 552. IHE -13.55 HRS DT -200 SECS TIME STEP -240 ECTION H.S.: ELEV. HIDTH DEPTH Q V SLOPE DSO QS/Q FR SED. YIELD FT PT PT CPS FPS HM 1000 PPM TONS 5.51 281 .42 66.2 9.42 4681 12.77 •01534 3 .13 5.22 .94 .339E+0S S.60 287 .82 110.1 7.43 4861 11.24 •01893 3 .21 5.85 1.00 .313E+0S 5.67 292 .95 55.1 12.28 4881 11.30 .00871 2 .19 4.26 .71 .287E+05 5.76 300 .15 73.4 9.48 4681 12.70 .01706 2 .77 6.58 .98 .268E+05 5.64 305 .45 72.3 7.02 4861 12.60 .01733 2 .68 4.77 .96 .242E+05 5.91 313 .50 66.8 7.38 4881 13.22 .01741 2 .17 2.11 .99 .219E+0S 5.98 319 .36 135.4 7.16 4881 6.88 .00484 2 .79 1.96 .53 .30SE+05 6.05 '320 .66 83.9 8.36 4681 6.79 .00603 3 .54 2.96 .60 .29SE+05 6.08 322 .23 107.6 10.46 4881 9.26 .00990 4 .75 2.38 .74 .285E+05 6.12 324 .22 127.5 9.26 4881 8.58 .00953 4 .92 1.84 .72 .264E+05 6.16 326. .17 120.3 6.66 4681 6.86 .00968 5 .13 1.40 .73 .239E+05 6.19 328. .32 178.2 6.85 4661 7.78 .01052 5 .22 1.24 .73 .204E+05 6.22 329. .88 158.6 7.76 4861 6.05 .00395 4 .19 .80 .47 .170E+05 6.26 330. ,67 149.9 9.37 4881 6.56 .00487 4. .58 .78 .52 .148E+0S 6.28 331. ,12 139.3 7.85 4681 6.37 .00395 4 .36 .69 .46 .126E+05 6.30 331. .69 161.2 6.11 4861 6.95 .00634 5 .18 .72 .59 .955E+04 6.34 333. ,00 179.2 6.05 4881 6.60 .00611 5, .55 .63 .57 .723E+04 6.39 334. ,40 177.4 8.37 4681 6.34 .00527 • 5. ,96 .49 .54 .501E+04 6.46 337. OS 211.2 7.13 4881 7.44 .01131 3. ,08 .40 .74 .442E+04 6.52 339. 13 279.7 9.04 4881 3.05 •00085 1. ,91 .04 .22 •232E+04 6.60 339. 74 131.7 7.60 4881 8.80 .01058 4 . .84 .40 .76 .416B+04 6.74 346. 38 193.7 5.90 4681 9.31 .02110 5. ,40 .71 1.00 .418E+04 6.84 352. 02 165.0 7.85 4881 6.23 .00451 6. .07 .12 .50 •257E+04 6.96 367. 18 60.9 11.18 4861 13.62 .01743 2. 53 .00 .99 . OOOE+00 7.07 377. 73 137.3 6.73 4881 10.29 .01873 3. 18 .00 .98 .OOOE+00 TIME 20.22 HRS DT 200 SECS TIHE STEP SECTION W.S.ELEV. FT WIDTH DEPTH FT PT Q CPS V FPS 360 SLOPE DSO MM QS/Q 1000 PPM FR SED. YIELD TONS 5.51 278 .67 53.2 6 .67 2487 11.42 .01920 3 .81 2 .82 1.00 .431E+05 5.60 266 .10 76.6 8 .31 2487 7.55 .00803 3 .30 .70 .65 .401E+05 S.67 289 .76 49.9 6 .32 2487 10.88 .01529 3 .44 2 .36 .90 .366E+05 S.76 296 .61 45.2 8 .92 2487 10.96 •01445 3 .23 1 • 47 .66 .337E+05 5.84 301 .91 49.9 7 .87 2467 11.62 .01904 2 .97 1 .61 .99 .304E+0S 5.91 311 .13 45.0 7 .45 2487 12.00 .01691 2 .87 1 .54 .96 .272E+05 5.98 314. .03 89.2 4 .03 2487 9.56 .02049 5 .66 1 .99 • 99 .367E+05 6.05 318, .70 81.1 5 .50 2487 6.65 .00551 4 .92 .75 .55 .328E+05 6.08 319, ,87 62.6 7 .55 2467 7.73 .00926 5 .36 1 .10 .69 .314E+05 6.12 321. ,42 70.2 7 .45 2467 8.05 .00670 5 .32 1 .05 .68 .291E+05 6.16 323 . 46 82.6 5 .78 2487 8.13 .01086 5 .45 1 .10 .74 .264E+05 D-n 6 .19 325.42 86.7 5.83 2467 7.59 .00932 5.32 1.03 .69 .229E+05 6. .22 327.33 151.1 5.50 2467 5.76 .00762 5.07 .92 .60 .189E+0S 6.26 328.71 144.3 6,51 2467 5.25 .00533 4 .82 .71 .51 .16SB+05 6, ,26 329.16 131.1 5.11 246? 5.31 .00482 4.81 .66 .49 .140E+05 6, ,30 329.80 122.6 6.45 246? 5.64 .00539 5.22 .64 .52 .UlE+OS 6, ,34 330.92 130.6 6.19 2467 5.76 .0062? 5.70 .65 .56 .875E+04 6, ,39 332.43 146.1 6.03 248? 5.43 .0059? 6.06 .60 .54 •639E+04 6. ,46 335.25 143.7 6.02 2487 6.56 .01103 2.84 .49 .71 •565E+04 I 6. ,52 337.05 223.9 6.56 248? 2.41 .00071 2.59 .18 .20 .276E+04 J 6. ,60 337.72 96.8 5.98 2487 7.86 .01194 4.75 .39 .7? .547E+04 6. ,74 345.82 167.6 5.73 2487 5.62 .00796 4.96 .24 .61 .575E+04 ~i 6. ,84 349.43 137.0 5.70 2487 S.92 .00728 5.44 .21 .60 .353E+04 t 6. ,96 364.41 47.0 8.41 2487 11.91 .01936 2.53 .00 1.00 . OOOE+00 7. ,07 376.10 106.0 5.10 2487 9.02 .02102 3.18 .00 .99 .OOOE+00 TIME -40.22 HRS DT -200 SECS TIME STEP -720 SECTION W.S.ELEV. HIDTH DEPTH Q V SLOPE DSO QS/Q FR SED. YIELD FT FT PT CFS FPS MM 1000 PPH TONS ] 3 1 I I J J ] ! j 5.51 278.11 50,6 6.11 1869 9.90 .01626 3.62 3.24 .90 .526B+05 5.60 264.36 69.5 7.12 1869 6.68 .00733 3.51 .41 .61 .4778+05 5.67 288.08 42.4 6.50 1869 10.77 .01761 3.48 1.88 .94 .426E+05 5.76 295.24 37.4 10.35 1869 9.91 .01247 3.29 .59 .78 .392E+0S 5.84 300.62 40.7 9.41 1869 10.28 .01510 3.08 .85 .86 .355E+05 5.91 309.92 35.0 9.90 1869 11.86 .02104 2.83 .91 .99 .321E+05 5.96 315.26 107.8 6.63 1869 4.29 .00267 5.32 .60 .38 .417E+05 6.05 316.67 74.4 4.56 1869 7.41 .01017 S.66 .67 .71 .367B+05 6.06 318.51 61.8 6.46 1869 7.90 .00994 5.74 .69 .71 .348B+05 6.12 320.28 58.2 6.02 1869 8,11 ,01013 5.70 .68 .72 .324E+05 6.16 322.56 71.8 5.96 1869 7.44 .0096? 5.60 .69 .70 .297E+05 6.19 324.41 79.9 6.38 1869 6.98 .00920 5.49 .66 .67 .261E+0S 6.22 326.25 138.6 6.39 1869 5.47 .ooe|40 5.30 .63 .61 .219E+05 6.26 327.85 144.5 4.20 1869 5.09 .00692 5.13 .54 .56 .188E+05 6.28 328.44 130.4 3.39 1869 5.13 .00623 5.05 .50 .54 .162B+05 6.30 329.26 124.0 3.87 1669 S.13 .00579 5.20 .48 .53 .132E+05 6.34 330.40 125.2 4.58 1669 S.IO .00575 5.49 .48 .53 .109E+05 6.39 331.77 136.4 5.43 1669 4.80 .O0S39 5.78 • 46 .50 . 854E+04 6.46 334.21 114.7 6.93 1869 6.07 .00930 2.54 .37 .65 .741B+04 6.52 335.96 196.5 4.91 1869 2.55 .00104 3.32 .15 .23 .340E+04 6.60 336.95 85.1 6.00 1869 7.40 ,01194 3.6? .39 .76 .745B+04 6.74 344.66 126.0 5.30 1869 5.58 .00779 4.25 .20 .60 .7S6B+04 6.64 348.53 117.1 5.22 1869 5.67 .00748 5.52 .21 .60 .424S+04 6.96 363.50 42.5 7.50 1869 11.13 .01968 2.53 .00 .99 •OOOE+00 7.0? 375.75 99.5 4.75 1869 7.7? •01716 3.16 .00 .«6 , OOOB+00 TIHE 45.05 HRS DT 200 SECS TIHE STEP SECTIOH H.S.ELEV. PT WIDTH FT DEPTH FT Q CFS V FPS 807 SLOPE DSO QS/Q FR HH 1000 PPH SED. YIELD TONS 5.51 278.03 50.2 6.03 1835 9.94 .01672 3.66 2.98 .91 .547E+05 5.60 284.21 69.8 7.01 1835 6.64 .00672 3.53 .3? .59 .493E+05 5.6? 287.8S 41.2 6.59 1635 11.11 .01934 3.49 1.56 .98 .438E+05 5.76 294.15 33.4 9.50 1635 12.09 .02152 3.27 1^18 1.00 .402B+05 5.84 300.05 38.2 8.80 1835 11.39 .02000 3.04 1^36 .98 .364E+05 5.91 309.82 34.6 9.77 1835 11.81 . 02101 2.79 .96 .98 .330E+05 5.98 315.15 108.2 6.73 1835 4.27 .00270 5.35 • 61 .38 .426B+0S 6.05 316.58 74.5 4.'55 1835 7.36 .01021 5.62 .91 .71 .375B+05 6.06 318.41 60.1 6.48 1835 7.91 .00994 5.73 .69 .71 .3S5E+05 6.12 320.19 57.3 6.13 1835 6.13 .01027 5.70 .69 .72 .331E+05 6.16 322.52 71.2 5.95 1835 7.36 .00976 5.58 .68 .70 .304E+05 6.19 324.33 79.5 6.36 1835 6.94 .00921 5.48 .66 .6? .268E+05 6.22 326.15 137.7 6.4? 1835 5.46 .00848 S.29 .63 .62 .225E+05 6.26 327.74 144.2 4.18 1835 5.13 .00727 5.14 .56 .5? .194E+05 6.26 328.36 130.4 3.24 1835 5.14 .00641 5.05 .51 .55 .167E+05 6.30 329.20 125.8 3.75 1835 5.06 .00580 5.17 .46 .53 .137E+0S 6.34 330.34 125.4 4.46 183S 5.0? .00580 5.47 .48 .53 .114E+05 D-12 i I I I I \ J J 6.39 331 .71 138.7 5.31 1835 4 .75 .00532 5.75 • 45 .50 .900B+04 6.46 334 .08 111.7 7.16 1635 6 .01 .00689 2.S0 .35 .64 .777E+04 6.52 335 .85 194.8 4.71 1835 2 .63 .00117 3.46 .14 .24 .354B+04 6.60 336 .91 64.1 6.13 1835 7 .30 .01150 3.60 .35 .74 .781E+04 6.74 344 76 123.5 S.24 163S 5 .65 .00607 4.22 .21 .61 .786E+04 6.84 348 46 116.0 5.26 1835 S .60 .00727 5.52 .20 .59 .443E+04 6.96 363 49 42^5 7.49 1835 10 .93 .01901 2^53 • 00 .97 •OOOE+00 7.07 375 68 98.1 4.68 1635 7 .86 .01795 3^18 .00 .90 .OOOE+00 ID 24 SECTION 6 96 TIHE - 45 • 05 HRS HS -363.49 HIDTH -42.5 Z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ Y 365.00 .00 .00 300.0 382.50 .00 .00 325.0 380 00 .00 • 00 350.0 379.15 .00 .00 367.5 378.30 .00 .00 385.0 377 50 .00 .00 402.5 376.70 .00 .00 420.0 375.65 .00 .00 437.5 375 00 .00 .00 455.0 367.50 .00 .00 472.5 360.00 .00 .00 490.0 356 00 .00 .00 500.0 360.00 .00 .00 515.0 367.50 .00 .00 535.0 37S 00 .00 .00 555.0 380.00 .00 .00 572.5 385.00 .00 .00 590.0 ID 23 SECTIOH 6 64 TIHE » 45. OS HRS HS -346.46 WIDTH -116.0 Z DZ TDZ y Z DZ TDZ Y Z DZ TDZ Y 365.00 .00 .00 200.0 363.75 ..00 .00 221 0 362 50 .00 .00 242.0 361.25 .00 .00 263.5 360.00 .00 .00 265 0 358 75 .00 .00 306.0 357.50 .00 .00 327.0 356.25 .00 .00 348 5 355 00 .00 .00 370.0 349.61 .00 -.39 399.9 348.7S .00 -.40 416 5 347 64 • 00 -.66 432.9 346.7? .00 -.73 449.5 345.72 .00 -.98 466 0 344 62 .00 -1.23 463.0 343.47 .00 -1.53 500.0 343.20 .00 -1.60 515 2 349 SO .00 - .50 541.1 355.00 .00 .00 565.0 357.50 .00 .00 592 0 360 00 .00 .00 620.0 360.60 .00 .00 642.5 361.20 '.00 .00 665 0 361 85 .00 .00 687.5 362.50 .00 .00 710.0 363.10 .00 .00 732 5 363 70 .00 .00 755.0 364.35 .00 .00 777.5 365.00 .00 .00 800 0 ID 22 SECTICai 6. 74 TIME - 45.05 HRS ws -344.76 HIDTH -123 .5 Z DZ TDZ Y Z DZ TDZ y Z DZ TDZ y 360 .00 .00 .00 .0 359.15 .00 .00 20 5 358 30 .00 .00 41 0 357 .50 .00 .00 62 0 356.70 .00 .00 83 0 355 65 .00 .00 104 0 355 .00 .00 .00 125 0 354.15 .00 .00 145 5 353 30 • 00 .00 166 0 352 50 .00 .00 167 0 351.66 .00 - .04 206 0 350 81 .00 -.04 229 0 350 01 .00 .01 250 0 349.37 .00 .02 272 0 348 73 .00 .03 294 0 348 14 .00 .04 316 5 347.53 .00 .03 339 0 346 85 .00 .00 361 0 346 21 .00 .01 363 0 345.57 .00 -.03 405 5 344 93 .00 -.07 426 0 343 77 .00 -.23 446 0 342.29 .00 -.71 464 0 340 SO .00 -1.50 482 0 339 52 .00 -1.48 500 0 342.18 .00 -.82 527 0 344 83 .00 -.17 555 0 347 53 .00 .03 583 0 349.99 .00 -.01 611 0 351 18 .00 -.07 630 0 352 50 .00 .00 649 0 353.75 .00 .00 666 s 355 00 .00 .00 686 0 355 60 .00 .00 708 0 356.20 .00 .00 728.0 356 85 .00 .00 748 5 357 50 .00 .00 769 0 358.10 .00 .00 769 0 3S8 70 .00 .00 809 0 359 35 .00 • 00 629 5 360.00 .00 .00 650 0 ID 21 SECTION 6.60 TIME • 45.05 HRS WS - 336.91 WIDTH • 84.1 z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ Y 355 00 .00 .00 405.0 350.00 .00 .00 421.0 345.00 .00 .00 437 0 340 19 .00 .19 453.6 335.53 .00 .53 470.7 330.77 .00 -1.23 500 0 33S 02 .00 .02 529.6 337.84 .00 .34 559.7 340.01 .00 .01 590 0 340 88 • 00 .03 613.0 341.75 .00 • 05 636.0 342.57 .00 • 07 656 9 343 34 .00 .04 662.0 344.19 .00 .04 705.0 345.00 .00 .00 726 0 347 SO .00 .00 749.0 350.00 .00 .00 770.0 350.40 .00 .00 791 S D-13 1 J ] I I I I J I ! j 350.80 .00 .00 613.0 352.10 .00 .00 677.5 353.30 .00 .00 943.0 354.60 .00 .00 1008.0 ID 20 355.00 345.00 339.05 336.51 331.14 331.14 331.14 339.77 350.00 351,85 353.70 ID 19 SECTIOH DZ .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 350.00 342.50 338,71 336.79 334.76 331.64 334.81 342.50 350.00 ID 18 SECTIOH DZ .00 .00 .00 .00 .00 .00 .00 .00 .00 342.00 333.65 330.03 326.41 328.93 337.66 339.88 ID 17 SECTIOH DZ .00 .00 .00 .00 .00 .00 .00 346.00 340.00 334.70 330.76 326.38 326.56 329.01 337.83 339.30 344.60 ID 16 SECTION DZ .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SECTIOH 6.52 351.25 352.50 353.75 355.00 TIHE - 45.05 HRS TDZ .00 .00 -.10 -.19 1.14 2.14 1.14 -.23 .00 .00 .00 180.0 240.0 316.5 380.9 435.0 480.0 550.0 595.1 650.0 711.5 773.0 354.00 342.24 338.13 335.38 331.14 331.14 332.79 342.24 350.60 352.50 354.35 6.46 TIHE TDZ • 00 .00 .01 -.06 -.24 -1.66 -.19 .00 .00 195.0 243.5 303.0 369.0 435.0 500.0 561.9 630.0 695.0 347.50 340.26 338.09 336.14 330.41 326.90 340.03 343.75 6.39 TIHE TDZ .00 -.47 -.2? .31 -1.37 -.02 .06 296.0 380.5 449.0 468.0 519.6 581.0 640.0 339.5? 330.05 329.00 326.41 332.35 338.39 341.70 6.34 TIHE TDZ .00 .00 -.30 -.74 -.32 -.64 -1.99 -.17 .00 .00 275.0 327.0 362.4 441.6 474.0 511.0 561.4 636.1 671.0 722.5 344.00 337.40 333.67 728.19 325.88 326.49 331.89 336.11 342.80 345.10 6.30 TIME - 45.05 KRS .00 .00 834.5 351,70 .00 .00 656.0 .00 .00 899.0 352.90 .00 .00 921.0 .00 .00 964.5 354.20 .00 .00 986.0 .00 .00 1030.0 HRS ws -335.85 HIDTH « 194.8 DZ TDZ Y Z DZ TDZ Y .00 .00 202.5 353.00 .00 .00 225.0 .00 -.26 266.9 339.77 .00 -.23 294.9 .00 -.1? 337.9 337.2? .00 -.23 359.4 .00 -.4? 402.7 335.11 .00 .11 425.0 .00 2.14 450.0 331.14 .00 1.14 460.0 .00 3.14 500.0 331.14 .00 2.14 525.0 .00 .29 567.5 334.13 .00 -.8? 565.7 .00 -.26 617.6 345.00 .00 .00 640.0 .00 .00 670,5 351.20 .00 .00 691.0 ,00 .00 732.0 353.10 .00 .00 752.5 .00 .00 794.0 355,00 .00 .00 815.0 HRS WS -334.08 HIDTH -111.7 DZ TDZ Y Z DZ TDZ y .00 .00 211.0 345.00 .00 .00 227.0 .00 .26 260.2 339.37 .00 .02 261.5 .00 -.01 325.0 337.48 .00 -.02 347.0 .00 -.06 391.0 335.50 .00 -.10 413.1 • 00 -1,59 450.2 334.61 .00 -.39 470.0 .00 -5.10 530.0 332.29 .00 -1.21 ; 54S.9 .00 .03 585.0 341.32 .00 .07 607.5 .00 ,00 652.5 345.00 .00 ,00 675.0 HRS HS -331.71 HIDTH • 138.7 DZ TDZ Y Z DZ TDZ Y ,00 .20 324.4 336.82 .00 .07 352,6 .00 -1.45 408.2 330.05 .00 -.85 428.9 .00 -.70 469.0 327.62 .00 -.06 470.9 .00 1.61 508.0 326.41 .00 .01 511.1 .00 -.85 537.4 335.11 .00 -.34 559.1 .00 .09 604.9 339.22 .00 .17 622.4 .00 .00 661.0 343.60 .00 .00 691.0 HRS ws * 330.34 HIDTH -125.4 DZ TDZ Y Z DZ TDZ Y .00 .00 295.0 342.00 .00 .00 313.0 .00 -.60 344.7 335.31 .00 -.69 366.7 ,00 -.33 397.9 332.58 .00 -.42 416.9 .00 -3.21 463.1 326.93 .00 -1.5? 472.9 ,00 1.08 480.0 325.88 .00 -.02 502.0 ,00 -.62 537.0 328.33 .00 -1.0? 540.2 .00 -.71 581.2 335.26 .00 -.74 606.4 .00 -.39 645.0 338.11 .00 -.39 651.2 .00 .00 661.0 344.10 .00 .00 705.0 .00 .00 740.0 345.40 .00 .00 744.0 KRS ws > 329.20 HIDTH -125.8 D-14 1 z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ Y 339. .00 .00 .00 433.0 325.46 .00 -3.44 456.5 325 .46 .00 -1.64 482, ,0 325. ,46 .00 - .24 487.0 325.4? .00 .27 497.0 325 • 47 .00 -1.03 500. ,0 325. ,70 .00 -1.80 512.0 326.08 .00 -1.S7 527.5 326 .49 .00 -1.31 S43. ,0 327. ,73 - .01 -1.4? 564.3 330.72 .00 - .24 590.7 332 .36 .00 - .36 617. ,7 334. .01 .00 - .47 644.6 335.30 .00 -.94 671.7 338 .00 .00 .00 698. ,0 j 339. ,77 .00 .00 720.0 341.53 .00 .00 742.0 343 .30 .00 .00 764 , .0 _i 344. ,65 .00 .00 762.0 346.00 .00 .00 600.0 ] ID ] 15 SBCTION 6. 28 TIHE - 45.05 KRS HS « 326.36 HIDTH -130.4 Z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ Y 3 I I 1 i J J 350.00 .00 .00 420.0 334.30 .00 -5.70 439.6 325.12 .00 -4 .86 452 .2 325.12 .00 -2.08 469.3 325.11 .00 • 21 476.0 325.67 .00 2 .47 498 .0 325.6? .00 -.23 506.0 325.67 .00 -.73 511.0 325.67 .00 .27 520, .0 325.67 .00 -1.03 535.0 32S.67 • 00 -1.63 547.0 325.67 .00 -2 .43 555 .6 325.67 .00 -4.33 571.8 330.00 .00 -2.00 582.0 332.02 .00 ,98 598. .5 332.60 .00 -1.40 615.4 332.60 .00 -2.40 634 .1 332.67 .00 -3. ,33 654. ,0 338.00 .00 .00 672.0 340.00 .00 .00 685.0 341.00 .00 ,00 707. ,5 342.00 .00 .00 730.0 343.00 .00 .00 746.0 344.00 . .00 ,00 762. ,0 ID 14 SBCTICai 6.26 TIHE • 45.05 KRS 340.00 327.70 326.09 324.26 323.57 323.5? 323.60 323.63 326.40 326.42 326.42 326.43 329.27 335.05 ID 13 DZ .00 .00 .00 .00 .00 .00 • 00 .00 .00 .00 .00 .00 .00 .00 TDZ .00 -1.90 -2.41 -3.54 -3.33 -2.23 -2.30 -2.47 -3.20 -3.58 -3.58 -3.57 - .73 2.05 340.0 372.3 400.1 426.0 454.0 480.0 506.0 535.0 SS6.7 585.0 610.0 636.0 664.7 680.7 330.57 327.6? 325.22 324.55 323.56 323.58 323.61 324.03 326.41 326.42 326.43 326.44 331.52 340.00 DZ .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 HS - 327.74 HIDTH - 288.3 TDZ Y Z DZ .57 -1.53 -2.88 -3.4S -2.14 -2.22 -2.39 -2.17 -3.59 -3.56 -3.57 -3.56 1.52 .00 364.4 384.7 406.1 436.0 463.0 486.0 SIS.O 545.0 569.0 593.0 619.0 645.0 670.9 700.0 329.16 327.22 324.21 324.65 323.56 323.59 323.62 325.67 326.41 326.42 326.43 326.49 333 .31 .00 .00 • 00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 TDZ -.62 -1.59 -3.49 -3.45 -2.14 -2.31 -2.46 -2.23 -3.59 -3.58 -3.57 -3.50 1.81 SECTION 6.22 TIHE • 45.05 KRS WS - 326.15 WIDTH - 275.3 ID 12 SECTION DZ 6.19 TIME 45.05 HRS WS - 324.33 WIDTH TDZ DZ TDZ 79.5 DZ 368.3 392.5 417.0 446.0 471.0 497.0 525.0 549.5 577.0 602.0 627.0 657.1 675.9 z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ Y 340. .00 .00 .00 365.0 331.00 .00 .00 383, ,0 329 .38 .00 -1.33 389.4 327 .85 .00 -2.55 395.6 325.23 .00 2.63 404, ,2 323 .24 .00 .64 413.0 321, .25 .00 -1.05 422.0 319.6? .00 -2.43 431. ,0 319 .76 .00 -3.84 439.0 320. .52 .00 -4.48 447.1 322.59 .00 -3.91 45S, ,1 323 .1? .00 -3.43 462.0 323. .46 .00 -3.22 470.0 323.76 .00 -3.04 477, ,0 324. .0? .00 -2.83 485.0 324. ,16 .00 -2.74 493.0 324.04 .00 -2.76 501, ,0 324. .13 .00 -2.6? 509.0 324. ,04 .00 -2.66 517.0 324.15 .00 -2.SS 525, ,0 323.61 .00 -2.89 532.9 323. ,46 .00 -2.74 540.9 323.29 .00 -2.71 549, ,0 322 .94 .00 -2.76 S57.0 322.81 .00 -2.69 566.0 323.20 .00 -2.50 575. .0 323. .49 .00 -2.31 585.0 323. ,87 .00 -2.13 595.0 324.24 .00 -1.96 604. ,0 324, .51 .00 -1.69 613.1 324. 96 .00 -1.64 622.0 325.31 .00 -1.49 631.0 325. .62 .00 -1.36 639.0 325. ,83 .00 -1.4? 647.0 325.67 .00 -1.63 656. 3 325. ,94 .00 -1.86 664.3 325, 96 .00 -2.04 673.0 326.35 .00 -1.35 680. 2 326. ,58 .00 -.82 688.3 327. 10 .00 .00 699.0 340.00 .00 .00 725. 0 TDZ J D-15 ] I I 1 I ] i 1 J 348.00 .00 .00 391.0 341.00 .00 .00 413 .0 330 .18 .00 -3.27 430.2 321.61 .00 -4 .29 449.9 317.9? .00 -6.63 476 .0 318 .10 .00 -4.60 479.0 319.34 .00 -4 .86 491.0 323.21 .00 -1.99 499 .0 323 .03 .00 -.77 516 .8 325.62 .00 .22 527.5 326.79 .00 .39 556 .9 327 .35 .00 .60 579.9 327.67 .00 .57 603.0 327.83 .00 • 63 603 .9 328 .32 .00 .32 612.1 329.08 .00 .08 636.2 329.27 .00 -.73 660, ,7 330. .05 .00 -1.95 685.3 331.46 .00 -2 .54 ' 706.5 336.00 .00 .00 732, ,0 336, ,00 .00 .00 760.0 ID 11 SECTIC»< 6 . 16 TIME - 45.05 HRS WS -322.52 WIDTH -71.2 z DZ TDZ Y Z DZ TDZ Y Z DZ 346.00 .00 .00 367.0 339.00 .00 .00 388.5 331.41 .00 332.13 .00 -.37 414.0 323.32 .00 -1.68 442.3 320.04 .00 318.25 .00 -4.85 461.4 317.01 .00 -4.99 497.0 316.57 .00 317.01 .00 -4.59 509.0 317.09 .00 -5.11 510.0 320.44 .00 323.09 .00 -1.31 520.4 324.70 .00 -.SO 533.2 327.22 .00 327.25 .00 .30 571.5 327.34 .00 .44 567.0 327.45 .00 327.83 .00 .13 612.2 328.55 .00 -.75 640.9 329.24 .00 331.64 .00 -.36 671.2 332.36 .00 -.14 700.1 332.88 .00 333.50 .00 .00 756.0 334.00 .00 .00 787.0 ID 10 SECTION 6. 12 TIME - 45.05 KRS WS -320.19 HIDTH -57.3 Z DZ TDZ Y Z DZ TDZ y Z DZ TDZ -.59 -4.16 -4.73 -1.96 .22 .35 -.36 -.12 TDZ ID ID 409.7 466^4 503.0 515.6 556.0 601.1 644.4 729.1 344.00 .00 .00 336.0 337.00 .00 .00 359.0 331.09 .00 1. • 09 382.6 329.91 .00 3.01 404.5 322.79 .00 -1.01 422.8 322.44 .00 -1, .06 428.4 321.69 .00 -1.31 449.0 320.34 .00 -2.26 463.0 317.02 .00 -4, .68 479.0 314.14 .00 -6.86 496.0 314.06 .00 -5.74 503.0 314.14 .00 -5. .86 510.0 314.16 .00 -6.94 512.0 318.75 .00 -1.95 518.5 322.82 .00 -2, ,58 525.6 323.75 .00 -3.15 544. S 330.67 .00 3.77 554.6 331.09 .00 .09 570.9 342.00 .00 .00 598.0 .09 570.9 9 SECTION 6.08 TIHE - 45.05 KRS ws -318.41 WIDTH -60.1 Z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ Y 340.00 .00 .00 398,0 330.00 .00 .00 411.0 320.09 .00 -2.61 436.8 317.39 .00 -3.61 451.0 315.3? .00 -4.13 454.3 311.93 .00 -7.1? 465.8 311.93 .00 -4.9? 467.0 311.93 .00 -5.07 472.0 311.98 .00 -7.52 477.0 312.01 .00 -7.39 480.0 312.03 .00 -5.77 482.0 314.16 .00 -3.74 486.0 314.31 .00 -4.79 486.2 318.72 .00 -1.28 508.0 318.81 .00 .01 509.1 318.95 .00 .35 519.4 320.00 .00 -.10 522.7 321.31 .00 1.61 S36.0 323.72 .00 4.32 545.6 327.02 .00 .02 561.7 330.67 .00 -1.33 570.0 333.60 .00 .00 577.0 333.80 .00 .00 592.0 338.90 .00 .00 614.0 344.00 .00 .00 636.0 8 SECTION 6. 05 TIHE - 45.05 HRS HS • 316.58 WIDTH • 74.5 Z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ Y 336. ,00 .00 .00 424.0 326.88 .00 -1.12 441.0 323. ,60 .00 -4.10 448. .0 316. ,08 .00 -2.62 459.0 315.31 .00 .71 466.2 312, ,24 .00 .14 474, ,9 312, ,03 .00 -.1? 481.0 312.11 .00 -1.48 485.0 312. ,70 .00 -.59 511, ,0 313. ,62 .00 -.68 528.0 330.40 .00 .00 555.0 326. 83 .00 -2.27 556. ,0 328.10 .00 .70 559.0 328.00 .00 .00 571.0 327. 80 .00 .00 590. ,0 327. 90 .00 .00 606.5 328.00 .00 .00 623.0 340. 00 .00 .00 644. 0 ID 7 SECTION 5. 98 TIHE - 45.05 KRS HS -315.15 WIDTH • 106.2 Z DZ TDZ y Z DZ TDZ Y Z DZ TDZ Y D-16 1 ] I I I I I I 350.00 335.00 316.92 306.91 311^12 332.75 ID .00 .00 .00 ,00 .00 .00 .00 .00 -3 .08 .41 1.12 -.55 330.0 381.0 432.1 466.9 527.3 580.0 345.00 330.00 313.76 306.42 312.70 341.70 .00 .00 .00 .01 .00 .00 .00 .00 -1.24 1.42 -4.80 .00 347.0 398.0 452.6 500.0 547.2 597.0 340.00 321.16 312.12 308.84 322^04 350.00 .00 .00 .00 .01 .00 .00 .00 -3.84 2.12 .34 -2.96 .00 ID 5 SECTION 5 .84 TIHE : - 45.05 HRS WS -300.05 WIDTH -38.2 Z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ 337.00 .00 • 00 370.0 331.00 .00 .00 385.0 325.00 • 00 .00 316.30 .00 .00 417.0 312.19 .00 .49 434.3 305.53 .00 .53 301.61 • 00 -.69 470.0 295.83 .00 -4 .17 488.8 291.20 -.04 -7 .80 300.04 .01 .04 513.7 311.04 .00 -1.46 532.7 325.00 .00 .00 337.00 .00 .00 570.0 .00 ID 4 SECTION S .76 TIME - 45.05 HRS WS -294.15 WIDTH -33.4 Z DZ TDZ y Z DZ TDZ Y Z DZ TDZ 337.00 .00 .00 350.0 333.00 .00 .00 370.0 329.00 .00 .00 325.00 .00 .00 410.0 316.70 .00 .00 425.0 306.69 .00 -1.41 300.47 .00 .47 454.9 298.64 .00 1.34 467.4 294.41 .00 - .59 268.46 .01 -5.54 493.7 284.64 -•01 -8.36 SOO.O 294.71 .00 -.29 300.27 .00 .27 530.0 310.77 .00 -1.73 546.0 324 .56 .00 -.44 337.00 .00 .00 565.0 ID 3 SECTION 5. 67 TIME > 45.05 KRS WS * 267.85 WIDTH -41.2 Z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ 350.00 .00 .00 373.0 336.27 .00 -1.23 386.0 326.11 .00 1.11 316.70 .00 .00 416.0 308.30 .00 .00 432.0 300.00 .00 .00 294.OS .00 - .95 466.7 288.00 .00 -2.00 477.7 261.93 .00 -3.07 261.23 - .02 -2.76 SOO.O 285.89 .01 .89 512.7 266.65 .00 -1.35 298.29 .00 -1.71 535.0 310.64 .00 -1.86 S52.0 323.70 .00 -1.30 333 .30 .00 .00 586.0 341.70 .00 .00 603 .0 350.00 .00 .00 ID 2 SECTION 5. 60 TIME - 45.05 HRS WS > 284.21 WIDTH -69.8 Z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ 325.00 .00 .00 365.0 312.50 .00 .00 364.0 299.24 .00 -.76 292.52 .00 -2.46 412.2 287.97 .00 -2.03 422.9 287.67 .00 .17 286.46 .00 1.46 447.9 262.65 -.01 - .45 460.9 281.83 .00 .13 277.24 .03 -2.76 490.1 277.24 .03 -2.76 502.8 280.27 - .01 -2.23 266.32 .00 1.32 530.6 291.60 .00 -.89 544 .6 297.00 .00 -3.01 311.52 .00 -.98 572.0 325.00 .00 .00 593.0 364.0 412.5 471.8 511.1 565.2 615.0 6 SECTION 5. , 91 TIME - 45.05 KRS WS -309.62 WIDTH 34.6 Z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ Y 350. .00 .00 .00 348.0 341.70 .00 .00 368.0 333. .30 .00 .00 369.0 325. ,00 .00 .00 410.0 320.00 • 00 .00 430.0 318. .96 .00 3 .96 447.3 314. ,4? .00 4.4? 462.4 311.29 .00 6.29 477.7 305. ,88 -.01 1.66 492 .0 300. .04 - .01 -2.96 500.0 310.4? .00 5.47 517.4 31S. ,23 .00 5.23 534 .2 318. 99 .00 1.49 551.1 325.00 .00 .00 567.0 333. .30 .00 .00 581.0 341. 70 .00 .00 596.0 350.00 .00 .00 611.0 .00 581.0 400.0 452.5 500.0 553.0 390.0 439.6 480.1 514.9 567.0 400.0 446.0 486.0 521.7 570.0 620.0 403.0 435.9 477.3 516.6 552.0 1 J D-17 1 FLUVIAL-12 SIMULATIW OF RIVER HYDRAULICS, SEDIMENT TRANSPORT AHD RIVER CHANNEL CHANGES FOR USE BY HOWARD H. CHANG THIS PROGRAM IS DEVELOPED AND FURNISHED BY HOWARD H. CHANG AND IS ACCEPTED AHD USED BY THE RECIPIENT UPON THE EXPRESS UHDERSTANDIHG THAT TKE DEVELOPER MAKES HO WARRAHTIES, EXPRESS OR IMPLIED, CONCERNING THE ACCURACY, COMPLETENESS, RELIABILITY. USABILITY, OR SUITABILITY POR ANY PARTICULAR PURPOSE OF THE INFORMATION AND DATA CC«TAINBD IN THIS PROGRAM OR FURNISHED IN CONNECTION THEREWITH, AHD THE DEVELOPER SHALL BE UNDER HO LIABILITY WHATSOEVER TO ANY PERSOH BY RBAS<XI OP ANY USE HADE TKEREOP. 3 1 I 1 I J 1 Tl SAN HARCOS CREEK AT RANCHO SANTA PB ROAD, FLOOD SERIES T2 POR CITY OP CARLSBAD AND DOKKEN ENGINEERIH6 T3 HOHARD H. CHANG, HAY 1998 61 .50 114.50 240.00 2.00 .50 ,00 .05 50.90 114.00 350.00 62 65.00 112.00 .00 .00 .00 .00 .00 .00 .00 .00 62 2000.00 .60 4000.00 1.10 7000.00 1.80 7500.00 2.20 7000.00 2.50 62 4000.00 3.60 3000.00 4.30 2000.00 6.10 1450.00 7.00 2900.00 7.90 62 4300.00 8.30 7270.00 8.80 10000.00 9.30 11600.00 9.70 12000.00 9.90 62 11600.00 10.20 7270.00 11.00 SIOO.OO 11.60 3600.00 12.40 2900.00 13.70 62 1650.00 18.00 1600.00 18.10 2370.00 18.90 3560.00 19.30 5900.00 19.80 G2 8300.00 20.30 9500.00 20.70 9800.00 20.90 9500.00 21.20 5900.00 22.00 G2 4100.00 22.60 3000.00 23.40 2400.00 24.70 1600.00 28.00 1700.00 28.10 62 3000.00 28.90 4500.00 29.30 7550.00 29.80 10600.00 30.30 12000.00 30.70 G2 12500.00 30.90 12000.00 31.20 7550.00 32.00 5300.00 32.60 3800.00 33.40 62 3000.00 34.70 1700.00 39.00 2200.00 39.60 4500.00 40.10 7900.00 40.80 62 8500.00 41.20 7900.00 41.50 4500.00 42.60 3400.00 43.30 1600.00 47.90 62 2000.00 48.00 4000.00 48.90 6000.00 49.30 10000.00 49.80 14000.00 50.30 62 16000.00 50.70 16500.00 50.90 16500.00 51.10 10000.00 52.00 7000.00 52.60 62 5000.00 53.40 4000.00 54.70 2000.00 62.00 1600.00 68.00 1800.00 68.10 62 2370.00 68.90 3560.00 69.30 5900.00 69.80 8300.00 70.30 9500.00 70.70 62 9600.00 70.90 9500.00 71.20 5900,00 72.00 4100.00 72.60 3000.00 73.40 62 2400.00 74.70 1600.00 79.00 2200.00 79.60 4500.00 60.10 7900.00 80.80 62 8500.00 81.20 7900.00 61.50 4500.00 82.60 3400.00 83.30 2200.00 65.10 62 1600.00 86.00 3600.00 68.90 5400.00 89.30 9100.00 69.60 12700.00 90.30 62 14500.00 90.70 15000,00 90.90 14500.00 91.20 9100.00 92.00 6300.00 92.60 62 4500.00 93.40 3600.00 94.70 1900.00 102.00 1600.00 109.00 2000.00 109.60 G2 4000.00 110.10 7000.00 110.80 7500.00 111.20 7000.00 111.50 4000.00 112.60 62 3000.00 113.30 2000.00 115.10 63 .01 .00 .00 • 00 .00 .00 .00 .00 .00 .00 G4 .00 .00 .00 .00 .00 .00 1.00 .00 .00 .00 GS .00 .00 .00 .00 .00 .00 .00 .00 .00 30.00 GI 2.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 GI • 00 .00 5000.00 .00 GS • 11 .17 .35 .20 1.02 .20 2.49 .20 7.75 .20 BC • 04 .04 .06 .10 .30 .00 .00 .00 .00 .00 REMAINIHG DATA ARE THE SAME AS THE OTHER CASE TKE YAHG SEDIHENT FORHULA IS USED TIME - 50.92 KRS DT - 240 SECS TIHE STEP - 769 SECTION W.S.ELEV. WIDTH DEPTH FT PT PT Q CPS V FPS SLOPE DSO QS/Q MH 1000 PPM FR SED. YIBLD TONS J 5.51 290.34 107.7 18.34 16500 14.25 .00652 3.99 .52 .77 .847E+05 5.60 295.16 144.2 16.01 16500 10.88 .00508 3.72 .40 .59 .765E+05 5.6? 296.30 85.9 15.76 16500 18.24 .01465 3.78 .35 .99 •720E+0S 5.76 305.96 101.9 19.34 16500 15.38 .01065 3.38 .30 .64 .663E+05 5.64 310.66 93.0 16.69 16500 17.80 .01528 3.08 .38 .99 . S93B+05 5.91 321.41 131.8 22.37 16500 15.79 .01567 2.58 .4? .99 . 547E+05 5.98 327.35 169.2 16.12 16500 7.64 .00191 3.65 .56 .36 .653E+05 6.05 327.56 128.8 14.99 16500 11.12 .00483 S.48 .57 .58 .601E+05 D-18 1 J 3 I I 1 I j I ! 6.06 328.91 153 .2 14.36 16500 9 .86 .00395 5 .35 .43 .53 .550E+05 6.12 329.45 175 .4 13.61 16500 11 .44 .00758 5 .74 .48 .70 .50SE+0S 6.16 331.66 246 .6 14.42 16500 9 .51 .00632 5 .SO • SO .63 .460E+05 6.19 333.25 273 .0 14.90 16500 6 .77 .00235 4 .29 .44 .40 .422E+0S 6.22 333.07 166 • 1 12.93 16500 10 .54 .00540 5 .37 .47 .61 •346E+05 6.26 334.01 164 .9 11.44 16500 11 .59 .00727 5 .51 .47 .70 .302E+05 6.26 335.02 191 .6 11.47 16500 10 .70 .00673 5 .44 .46 .67 .267E+0S 6.30 336.35 235, .1 11.92 16500 9 • 47 .00581 5 .55 .44 .61 .238B+0S 6.34 337.83 268. .1 11.51 16500 7. .93 .00418 5. .57 .41 .52 .208E+05 6.39 338.80 287. ,4 11.46 16500 8 .39 .00502 6 .21 .41 • 57 .170E+05 6.46 340.94 347.6 14.71 16500 8, .39 .00652 2. ,62 .27 .62 .128E+05 6.52 343.00 360. ,9 10.61 16500 6. ,40 .00275 3. ,97 .22 .42 .677E+04 6.60 344.36 270. ,9 13.32 16500 11. ,21 .01221 3. ,80 .32 .65 .136E+0S 6.74 351.74 430. 6 12.41 16500 7. ,01 .00470 3, .76 .20 .S3 .137E+0S 6.84 3S3^9? 185. ,6 11.62 16500 12. ,65 .01107 4. 43 .30 .84 .793E+04 6.96 374.50 97. 5 18.50 16500 17. ,59 .01519 2. 53 .00 1.00 .OOOE+00 7.07 382.00 212. 0 11.00 16500 13. 45 .01613 , 3. 16 .00 .99 .OOOB+00 ID 24 SECTIOH 6. 96 TIME - 50.92 HRS WS -374.50 HIDTH • 97.5 Z DZ TDZ y Z DZ TDZ Y Z DZ TDZ Y 365. .00 .00 .00 300 .0 382.50 .00 .00 325.0 360. ,00 .00 .00 350. ,0 379. ,15 .00 .00 367, .5 378.30 .00 .00 385.0 377. ,50 .00 .00 402, ,5 376. ,70 .00 .00 420. ,0 375.85 .00 .00 437.5 375. ,00 .00 .00 455, .0 367. ,50 .00 .00 472. ,5 360.00 .00 .00 490.0 356. .00 .00 .00 500. 0 360. .00 .00 .00 515, ,0 367.50 .00 .00 535.0 375. .00 .00 .00 555. .0 380. ,00 .00 .00 572, ,5 385.00 .00 .00 590.0 ID 23 SECTION 6.84 TIHE 50.92 HRS HS - 353.97 HIDTH 185.6 z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ Y 365.00 .00 .00 200.0 363 .75 .00 .00 221.0 362. .50 .00 .00 242 .0 361.2S .00 .00 263.5 360 .00 • 00 • 00 285.0 358, .75 .00 .00 306 .0 357.50 .00 .00 327.0 356 .25 .00 .00 348.5 355, .00 .00 .00 370 .0 349.12 - .01 -.88 399.6 346 • 36 - .01 -.79 416.4 347. ,31 -.01 -.99 433 .0 346.11 -.01 -1.39 449.5 344. .79 -•01 -1.91 466.0 343. ,55 - .01 -2.30 483 .0 342.44 -.01 -2.56 500.0 342. .34 -.01 -2.66 515.1 346. ,82 - .01 -1.18 541 • 2 3SS.00 .00 .00 565.0 357, .50 .00 .00 592.0 360. ,00 .00 .00 620 .0 360.60 .00 .00 642.5 361. .20 .00 .00 665.0 361. .85 .00 .00 687 .5 362.50 .00 .00 710.0 363. .10 • 00 .00 732.5 363. 70 .00 .00 755. .0 364.35 .00 .00 777.5 365, ,00 .00 .00 600.0 ID 22 SECTION 6.74 TIME 50.92 HRS WS - 351.74 HIDTH - 430.6 z DZ TDZ y Z DZ TDZ Y Z DZ TDZ Y 360.00 .00 .00 .0 359.15 .00 .00 20.5 356 .30 • 00 .00 41. .0 357.50 .00 .00 62.0 356.70 .00 .00 63.0 355 .85 • 00 .00 104. .0 355.00 .00 .00 125.0 354.15 .00 .00 145.5 353 .30 • 00 .00 166. ,0 352.50 .00 .00 187.0 351.69 .00 -.01 208.0 350 • 83 .00 -.02 229. ,0 349.90 .00 -.10 249.9 349.30 .00 -.05 272.0 346 .69 .00 -.01 294. ,0 348.12 .00 .02 316.S 347.53 .00 .03 339.0 346 .94 .00 .09 361. ,0 346.25 .00 .05 383.0 345.62 .00 .02 405.6 344. .69 .00 -.31 428, .0 343.42 .00 -.58 446.1 3*41.49 .00 -1.51 464.0 339. .34 .01 -2.66 462. ,0 339.34 .01 -1.66 500.0 341.30 .00 -1.70 S27.0 344 . .75 .00 -.25 555. 0 347.43 .00 -.07 583.1 349.69 .00 - .11 611.1 351. .23 .00 -.02 630. .0 352.50 .00 .00 649.0 353.75 .00 .00 666.5 355. ,00 .00 .00 688. 0 355.60 .00 .00 708.0 356.20 .00 .00 728.0 356. ,65 .00 .00 748. s 357.50 .00 .00 769.0 356.10 .00 .00 789.0 358. ,70 .00 .00 809. 0 359.35 .00 .00 629.5 360.00 .00 .00 650.0 ID 21 SECTIOH 6.60 TIME 50.92 KRS WS 344.36 WIDTH - 270.9 D-19 1 3 I I 1 I I J I 1 -I J z DZ TDZ Y z DZ TDZ y Z DZ TDZ Y 355.00 .00 .00 405.0 350.00 .00 .00 421.0 345.00 .00 .00 437.0 340.58 .00 .56 453.9 335.04 .00 .04 470.6 331.03 -.01 -.97 500.0 334.23 .00 -.77 529.9 337.93 .00 .43 559.4 340.23 .00 .23 569.8 341.17 .00 .32 612.8 341.81 .00 .11 635.9 342.59 .00 .09 656.9 343.31 .00 .01 682.0 344.16 .00 .01 70S.0 345.00 .00 .00 728.0 347.50 • 00 .00 749.0 350.00 .00 .00 770.0 350.40 .00 .00 791.5 350.60 • 00 .00 813.0 351.25 .00 .00 834.5 351.70 .00 .00 856.0 352.10 .00 .00 877.5 352.50 .00 .00 699.0 352.90 .00 .00 921.0 353.30 .00 .00 943.0 353.75 .00 .00 964.5 354.20 .00 .00 966 •O 354.60 .00 .00 1006.0 355.00 .00 .00 1030.0 ID 20 SECTION DZ 6^52 TIME - 50.92 HRS TDZ DZ WS - 343.00 WIDTH « 360.9 TDZ y . Z DZ TDZ 355.00 .00 .00 160.0 354.00 .00 .00 202.5 353.00 .00 .00 225 0 345.00 .00 .00 240.0 342.46 .00 -.04 267.0 339.11 .00 -.69 294 4 339.06 .00 -.09 316.4 338.17 .00 -.13 337.8 337.36 .00 -.14 359 3 336.79 .00 .09 360.9 336.11 .00 .26 402.9 335^52 .00 .52 424 9 332.19 .00 2.19 435.0 332.19 .00 3.19 450.0 332.19 .00 2.19 460 0 332.19 .00 3.19 460.0 332.19 .00 4.19 500.0 332.19 .00 3.19 525 0 332.19 .00 2.19 SSO.O 333.40 .00 .89 567.5 334.23 .00 -.77 585 9 339.11 .00 -•89 595.6 342.46 .00 -.04 617.5 345.00 .00 .00 640 0 350.00 .00 • 00 650.0 350.60 .00 .00 670.5 351.20 .00 .00 691 0 351.85 .00 .00 711.5 352.50 .00 .00 732.0 353.10 .00 .00 752 5 353.70 .00 .00 773.0 354.35 .00 .00 794.0 355.00 .00 .00 815 0 ID 19 SECTIOH Z DZ 6.46 TIME TDZ y 50.92 HRS Z DZ WS - 340.94 WIDTH - 347.6 TDZ DZ TDZ 350.00 .00 .00 195.0 347.50 .00 .00 211.0 345.00 .00 .00 227.0 342.50 .00 .00 243.5 340.04 .00 .04 260.0 339.52 .00 .17 281.6 338.86 .00 .16 303.1 338,28 .00 .18 325.1 337.63 .00 .13 347.1 336.90 .00 .05 369.1 336.14 .00 -.06 391.1 335.43 .00 -.17 413.1 334.60 .00 - .40 435.1 328.67 .00 -3.33 450.1 334 11 .00 -.69 470.0 330.77 .00 -2.73 500.0 326.22 .00 -5.78 530.0 331 26 .00 -2.22 545.9 334.99 .00 -.01 561.6 340.01 .00 .01 585.0 341 25 .00 .00 607.S 342.50 .00 .00 630.0 343.75 .00 .00 652. S 345 00 .00 .00 675.0 3S0.00 .00 .00 695.0 ID IB SBCTION 6.39 TIME - 50.92 KRS HS -336.80 HIDTH — 287.4 Z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ Y 342.00 .00 .00 296.0 339.38 .00 .00 324.3 336 26 .00 - .49 352.2 330.48 .00 -3.65 378.8 330.31 .00 -1.19 408.6 330.21 .00 - .69 429.0 329.43 -.01 -.67 449.0 328.29 -.01 -1.41 469.0 327 .41 - .01 -.29 471.0 327.37 -.01 1.27 488.0 327.33 -.01 2.53 506.0 327 .34 -.01 .94 511.0 326.66 -.01 -1.44 519.2 330.91 -.01 -2.29 537.9 332.64 .00 -2.81 560.5 337.69 .00 -.01 561.0 338.30 .00 .00 605.0 339 .05 .00 .00 622.5 339.60 .00 .00 640.0 341.70 .00 .00 661.0 343 .60 .00 .00 691.0 ID 17 SBCTIC»f DZ TDZ 6.34 TIME - 50.92 HRS WS - 337.63 WIDTH • 286.1 Y 2 DZ TDZ Y Z DZ TDZ 346.00 .00 .00 275.0 344.00 .00 .00 295 .0 342.00 .00 .00 313 0 340.00 .00 .00 327.0 338.00 .00 .00 345 .0 33S.11 -.01 -.89 366 4 332.01 .00 -2.99 380.6 332.00 .00 -2.00 397 .8 332.00 .00 -1.00 418 7 330.82 .00 -.68 441.6 330.05 .00 -.35 464 .0 326.51 .00 -1.99 473 0 326.32 .00 -.36 474.0 326.32 .00 1.52 480 .0 326.32 .00 .42 502 0 D-20 1 1 ] I I I I i ] J J i I J 326 .32 .00 -1 08 511.0 326 38 .00 -.72 537 0 328.00 .00 -1.40 540.0 608.6 328 .09 .00 -2 91 560.6 328 55 .00 -4.05 583 4 335.11 -.01 -.69 540.0 608.6 338 .00 .00 00 636.0 338 SO .00 .00 645 0 336.50 .00 .00 651,0 339 30 .00 00 671.0 342 80 .00 .00 681 0 344.10 .00 .00 705 .0 344 60 .00 00 722.5 345 10 .00 .00 740 0 345.40 .00 .00 744.0 ID 16 SECTIOH 6 30 TIME - 50.92 HRS HS -336.35 WIDTH -235.1 Z DZ TDZ y Z DZ TDZ Y Z DZ TDZ Y 339 00 .00 .00 433 0 324.61 .00 -4.29 458.4 324.43 .00 -2.67 482 0 324 42 .00 -1.28 48? 0 324.74 .00 -.46 497.0 324.76 .00 -1.74 500 0 325 37 .00 -2.13 512 0 325.86 .00 -1.79 527.5 326.36 .00 -1.44 543 0 326 99 .00 -2.21 564 8 329.78 .00 -1.16 591.1 332.43 .00 -.29 61? 6 334 29 .00 - .19 644 5 336.24 .00 .00 671.2 338.00 .00 .00 698 0 339 77 .00 .00 720 0 341.53 .00 .00 742.0 343.30 .00 .00 764 0 344 65 .00 .00 782 0 346.00 .00 .00 800.0 764 ID 15 SECTIC»I 6 28 TIME - 50.92 HRS WS -335.02 WIDTH -191.6 Z DZ TDZ y Z DZ TDZ Y Z DZ TDZ Y 350 00 .00 .00 420 0 336.52 .00 -3.46 440.0 325 38 .02 -4.62 45S 4 324 02 -.01 -3 .16 470 0 323.55 -.01 -1.35 476.0 323 54 -.01 .34 496 0 323 91 -.01 -1.99 506 0 324.80 .01 -1.60 511.0 323 58 - .01 -1.82 520 0 325 77 -.01 - .93 535 0 326.40 .01 -1.10 547.0 326 46 -.01 -1.64 555 0 326 46 -.01 -3 .54 566 4 326.47 -.01 -5.53 581.9 328 51 .00 -4.49 600 7 333 97 .00 -.03 615 0 335.02 .02 .02 633.5 336 00 .00 .00 652 0 338. 00 .00 .00 672 0 340.00 .00 .00 665.0 341 00 .00 .00 707 5 342. 00 .00 .00 730 0 343.00 .00 .00 746.0 344 00 .00 .00 762 0 ID 14 SECTION 6 26 TIME - 50.92 HRS HS -334.01 HIDTH ar 329.6 Z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ Y 340 00 .00 .00 340 .0 330^15 .01 .15 365.9 329 40 .02 . 40 36? .7 328 44 .02 -1.16 370 .4 325.42 -.01 -3.78 383.2 325 33 -.01 -3 47 392 • 0 325 24 -.01 -3.26 400 .0 324.14 • .01 -3.96 408.0 322 98 -.01 -4 72 417 • 0 322 95 -.01 -4.85 426 .0 323.14 • .01 -4.86 436.0 323 10 -.01 -S 00 446 0 322 56 -.01 -4.32 454 .0 322.56 • .01 -3.14 463.0 322.56 -.01 -3 14 471 0 322 58 - .01 -3.22 460 .0 322.59 -.01 -3.21 488.0 322 60 -.01 -3 30 497 0 322 61 -.01 -3.29 506 • 0 322.62 • .01 -3.38 515.0 322 64 -.01 -3 46 525 0 322 65 -.01 -3.45 535 0 322.66 -.01 -3.54 545.0 324 SS - .01 -3 35 552 0 326 06 .00 -3.54 559 0 326.06 .00 -3.94 569.0 326 06 .00 -3 94 577 0 326 07 .00 -3.93 S8S 0 326.07 .00 -3.93 593.0 326 08 .00 -3 92 602 0 326 09 .00 -3.91 610 0 326.09 .00 -3.90 619.0 326 10 .00 -3 90 627 0 326 11 .00 -3.89 636 0 326.26 .00 -3.74 645.9 328 72 .00 -1 28 659 4 328 98 .00 -1.02 660 1 331.64 .00 1.64 668.0 333 33 .00 1 63 674 1 333 86 .05 .66 685 0 340.00 .00 .00 700.0 ID 13 SECTION 6 22 TIHE - 50.92 KRS WS -333.07 WIDTH -332.1 Z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ Y 340 00 .00 .00 365.0 330.96 .00 - .02 363.1 329 38 .00 -1.32 389 4 327 91 .00 -2.49 395.4 325.57 .00 2.97 404.2 323 51 .00 1.11 413 1 321 29 .00 -1.01 422.0 320.14 .00 -1.96 431.0 320 14 .00 -3.46 439 0 320.14 .00 -4.86 447.0 320.14 .00 -6.35 455.0 320 15 .00 -6.45 462 0 320 25 .00 -6.45 470.0 321.12 .00 -5.68 477.0 321 97 .00 -4.93 485 0 322 33 .00 -4.57 493.0 322.2? .00 -4.53 501.0 322 60 .00 -4.20 509 0 322 5? .00 -4.13 517.0 322.6? .00 -3.83 525.0 322 55 .00 -3.95 533 0 322 00 .00 -4.20 541.0 321.79 .00 -4.21 549.0 321 37 • 00 -4 .33 55? 0 321 30 .00 -4.20 566.0 322.13 .00 -3.57 575.0 322 70 .00 -3.10 585 0 323 39 .00 -2.61 595.0 324.10 .00 -2.10 603.9 324 75 .00 -1.65 612 7 D-21 1 325.14 ,00 -1.46 621.8 325.19 .00 -1.61 630.9 325 16 .00 -1 82 639.0 325.19 .00 -2.11 647.0 325.19 .00 -2.31 656.0 325 18 .00 -2 62 664.0 325.19 .00 -2.61 673.0 325.16 .00 -2.52 680.9 325 20 .00 -2 20 690.1 327.13 .00 .03 699.1 340.00 .00 .00 725.0 ID 12 SECTION DZ 6.19 TIHE TDZ 50.92 HRS WS - 333.25 WIDTH - 273.0 DZ TDZ DZ TDZ 348.00 .00 .00 391.0 341.00 .00 .00 413.0 329.33 -.03 -4.12 431.1 318.38 .03 -7.52 449.6 318.38 .03 -6.22 476.0 318.38 .03 -4.32 479.0 318.38 .03 -5.82 489.0 324.36 .00 -.64 498.9 324.54 .00 .74 518.8 324.55 .00 -.85 527.6 324.60 .00 -1.60 557.0 324.59 .00 -2.16 580.0 324.59 .00 -2,51 603.0 324.59 .00 -2.61 604.0 324.60 .00 -3.40 612.0 324.60 .00 -4.40 636.3 324.61 .00 -5.39 664.4 331.71 -.03 -.29 684.2 334.00 .00 ,00 705.0 336.00 .00 .00 732.0 336.00 .00 .00 760.0 ID 11 SECTION DZ 6.16 TIHE - 50.92 HRS HS « 331.66 WIDTH - 246.6 TDZ DZ TDZ DZ TDZ 346.00 .00 .00 367.0 339.00 .00 .00 366.5 332.00 .00 .00 410.0 332.50 .00 .00 414.0 327.54 .01 2.54 446.3 317.64 -.01 -6 • 56 461.5 317.33 - .01 -5.77 481.S 317.25 -.01 -4.76 497.0 317.64 -.01 -3 .66 503.0 317.67 -.01 -3.93 509.0 317.67 -.01 -4.53 510.0 317.68 -.01 -4 .72 516.0 317.71 -.01 -6.69 520.6 317.94 -.01 -7.26 537.2 326.64 .00 -.36 555.5 327.17 .00 .22 570.8 327.97 .00 1.0? 566.0 328.42 .00 1 • 32 600.0 329.16 .00 1.46 611.1 329.81 .00 .51 640.7 330.28 .02 .68 643.6 332.00 .00 .00 671.0 332.50 .00 .00 700.0 333.00 .00 .00 729.0 333.50 .00 .00 758.0 334.00 .00 .00 787.0 ID 10 SECTION Z DZ 6.12 TIME TDZ 50.92 HRS HS - 329.45 WIDTH - 175.4 DZ TDZ DZ TDZ I i I J 344.00 .00 .00 336.0 337.00 .00 .00 359.0 330.00 .00 .00 382. 0 326.06 .03 1.18 403.2 326.50 .00 2.70 427.6 326.20 .00 2.70 428. 0 316.25 -•01 -6.75 445.2 315.76 -.01 -6.84 463.0 315.69 -.01 •6.01 479 0 315.62 -.01 -5.38 496.0 317.12 -.01 -2.68 503.0 317.13 -.01 -2.8? 510. 0 317.13 -.01 -3.97 512.0 317.15 -.01 -3.55 518.6 317.59 -.01 -7.81 529 8 326.90 .00 .00 542.6 328.05 .03 1.15 556.3 331.00 .00 .00 571 0 342.00 .00 .00 598.0 ID 9 SECTICAI 6 08 TIHE - 50.92 KRS WS > 328.91 WIDTH -153.2 Z DZ TDZ Y Z DZ TDZ y Z DZ TDZ Y 340.00 • 00 .00 396.0 330.00 .00 .00 411.0 314.54 -.01 -8.16 433 9 314.54 -.01 -6.46 450.5 314.54 -.01 -4.96 454.0 314.54 -.01 -4.56 465 0 314.61 .02 -2.09 467.0 315.09 .02 -1.91 472.0 315.26 .02 -4.24 47? 0 315.36 .02 -4.04 480.0 315.43 .02 -2.3? 482.0 315.55 .02 -2.35 486 0 315.62 .02 -3.48 488.0 317.22 .02 -2.78 506.0 317.42 .02 -1.38 510 0 318.37 .02 -.23 520.0 319.09 .02 -1.01 522.8 319.25 .02 -.45 535.8 319.29 .02 -.11 549.5 325,90 -.01 -1.10 561.7 331.90 -.02 -.10 570 p 333.80 .00 ,00 577.0 333.80 .00 .00 592.0 338^90 .00 .00 614 0 344.00 .00 .00 636.0 ID 8 SECTICUf 6 05 TIHE - 50.92 KRS HS m 327.56 WIDTH -128.8 Z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ Y 338.00 .00 .00 424.0 318.59 -.03 -11.41 436.9 316.57 -.03 -9.33 446 1 318.56 .00 -.14 452.1 317.03 .00 2.43 466.5 312.58 .00 .48 475 0 D-22 1 ] I I I I J J J 312.59 .00 313.73 .00 327.50 -.03 327.90 .00 ID .39 461.0 -.57 538.6 .10 559.0 .00 606.5 312.59 325.02 326.00 328.00 00 -1,01 465. .0 312. ,64 .00 -.66 511 .0 00 -5.3? SSS. ,6 326. ,88 -.01 -4.22 558. .1 00 .00 571, ,0 327. ,80 .00 .00 590. .0 00 .00 623 , .0 340. .00 .00 .00 644. ,0 7 SECTION 5. ,98 TIME - 50.92 KRS HS -327.35 WIDTH -169.2 Z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ Y 350.00 .00 .00 330. .0 345.00 .00 .00 347.0 340.00 .00 .00 364, .0 335.00 .00 .00 361, ,0 330.00 .00 .00 396^0 324^23 -.02 -.77 414 . ,5 314.39 .01 -5.61 429. ,6 314.39 .01 - .61 449^3 311.73 .01 1.73 474 . ,6 309.24 .01 .74 487. ,0 309.24 .01 2.24 500.0 310.36 .01 1.88 511, .0 313.07 .01 3.07 524. 0 313.07 .01 -4.43 550^6 320.95 -.01 -4.05 566. .0 331.11 -.02 -2.19 560. 0 341.70 .00 .00 597.0 350.00 .00 .00 615. 0 ID 6 SECTION 5 .91 TIME - 50.92 ! HRS WS -321.41 WIDTH • 131.8 Z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ 350.00 .00 .00 348.0 341.70 .00 .00 368.0 333 .30 .00 .00 325.00 .00 .00 410.0 320.21 .03 .21 430.1 318 .96 .00 3.96 316.21 .00 6.21 463^9 306.29 -.01 1.29 490.0 305 .64 -.01 1.64 299.03 - .01 -3.97 500^0 303.66 -.01 -1.33 506.4 316 .60 .00 6.60 319.36 • 02 1.86 550.9 325.00 .00 .00 567.0 333 .30 .00 .00 341. ?(J .00 .00 596.0 350.00 .00 .00 611.0 .00 ID 5 SECTICMJ 5. . 64 TIHE - 50.92 KRS WS -310.66 WIDTH -93.0 Z DZ TDZ y Z DZ TDZ y Z DZ TDZ 337.00 .00 .00 370.0 331.00 .00 .00 385.0 325.00 .00 .00 318.30 .00 .00 417.0 311.70 .00 .00 434.0 306. .31 .03 3.31 299.39 -.01 -3.11 469.6 295.25 -.01 -4.75 488.5 291, .75 -.02 -7.25 297.88 -.01 -2.12 515.4 310.57 .02 -1.93 533.0 325.00 .00 .00 337.00 .00 .00 570.0 ID 4 SECTIOH 5. 76 TIHE - 50.92 HRS WS -305.96 HIDTH -101.9 Z DZ TDZ y Z DZ TDZ Y Z DZ TDZ 337.00 .00 .00 350.0 333.00 .00 .00 370.0 329. 00 .00 .00 325.00 .00 .00 410.0 316.70 .00 .00 425.0 306. 46 - .01 -1.82 297.62 -.01 -2.38 452.2 297.56 • -.02 .08 468.0 292. SS .00 -2.45 287.81 .00 -6.19 469.3 266.75 .13 -6.25 500.0 294. 1? .00 - .83 296.50 .00 -1.50 532.4 309.67 • -.01 -2.63 548.0 323 . 66 -.01 -1.34 337.00 .00 .00 585.0 ID 3 SECTICffl 5.6? TIHE - 50.92 HRS WS -298.30 HIDTH m 85.9 Z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ 350.00 .00 .00 373.0 336.27 .00 -1.23 366.0 326.11 .00 1.11 316.70 .00 .00 416.0 308.30 .00 .00 432.0 300. 00 .00 • 00 290.47 .00 -4.53 466.5 285.17 .00 -4.83 473.8 263 . 03 - .02 -1.97 282.53 -.02 -1.47 500.0 283.61 -•.01 -1.19 Sll.l 289. 45 .01 -.55 296.63 .00 -3.36 534.8 306.81 .00 -3.69 552.0 321.68 .00 -3.12 333.30 .00 .00 566.0 341.70 .00 .00 603.0 350. 00 .00 .00 ID 2 SECTIOH 5. 60 TIME - 50.92 HRS HS -295.16 WIDTH — 144.2 Z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ 369.0 447.3 490.9 S32.9 581.0 400.0 454.3 500.0 553.0 390.0 440.0 462.8 513.5 567.0 400.0 448.0 490.3 525.0 570.0 620.0 D-23 1 J J 325.00 .00 .00 365.0 312. 04 -,01 - .46 364.0 298 .24 00 -1 76 403.0 291.14 .00 -3.86 412.8 286. 79 .00 -3.21 418.9 286.71 00 -79 435.3 266.70 .00 1.70 447.8 285. 39 .00 2.09 461. S 279 .20 00 -2 50 476.1 279.15 .00 -.85 490.0 279. 16 .00 -.84 503.0 283 .64 00 1 34 514.9 284.5? .00 -.43 536.7 289. 78 .00 -2.72 544.1 295 .55 00 -4 46 552.0 310.07 .00 -2.43 572.0 325. 00 .00 .00 593.0 TIME -114.05 KRS DT - 240 SECS TIME STEP > 173? SECTIOH W.S.ELEV. HIDTH DEPTH Q V SLOPE DSO QS/Q FR SED. YIELD FT FT PT CFS FPS MH IOOO PPM TONS 5.51 279.83 58.7 7.63 2562 9.13 .00992 3.61 1.06 .73 .135E+06 5.60 284.80 88.6 5.92 2582 7.50 .00865 3.14 1.45 .67 .122E+06 5.67 286.36 61.4 6.60 2562 9.32 .01136 3.06 2.52 .77 . lllE+06 5.76 293.94 46.2 7.79 2582 11.37 .01566 3.07 2.31 .90 .103E+06 5.64 299.34 51.8 6.91 2582 11.55 .01886 3.03 2.76 .98 .924E+05 5.91 307.24 35.4 11.54 2582 13.17 .02063 2.67 1.42 .99 .854E+0S 5.98 312.34 79.0 6.32 2582 10.09 .02036 5.50 3.70 .99 .965E+05 6.05 317.23 112.0 6.66 2582 5.55 .00440 5.27 .33 .48 .858E+05 6.08 318.06 90.0 5.66 2582 6.94 .00685 5.38 .60 .60 .778E+05 6.12 319.38 92.5 5.1? 2582 7.58 .00943 5.55 .74 .70 .722E+05 6.16 321.33 92.0 5.36 2582 7.34 .00855 5.48 .65 .66 .671E+05 6.19 323.49 229.2 6.13 2582 5.42 .01027 5.48 .67 .66 .631E+05 6.22 324.90 138.5 5.45 2582 6.06 .00767 5.53 .41 .61 . 514E+05 6.26 326.44 137.7 4.8? 2582 6.11 .00781 5.46 .43 .61 .460E+05 6.26 327.13 130.0 4.69 2582 6.13 .00725 5.42 .39 .60 .416E+0S 6.30 328.10 128.9 4.31 2582 6.14' .00725 5.64 .40 .60 •382E+05 6.34 329.47 122.9 4.80 2562 6.08 .00660 5.69 .38 .58 .346E+0S 6.39 331.29 194.6 4.57 2582 5.19 .00711 6.29 .41 .57 .285E+05 6.46 333.46 118.2 5.77 2582 S.74 .00527 3.23 .18 ,52 .209E+05 6.52 335.64 164.3 3.42 2582 S.Sl .00694 3.29 .24 .58 .135E+05 6.60 338.25 108.1 S.22 2582 6.49 .00688 3.24 .19 .60 .210E+05 6.74 343.94 109.0 6.13 2.582 6.79i .00809 3.51 .19 .64 .212E+05 6.84 347.39 115.6 6.66 2582 5.95 .00564 4.27 .14 .54 .128B+0S 6.96 364.63 48.1 8.63 2S82 11.78 .01831 2.53 .00 .97 .OOOE+00 7.07 376.42 112.3 5.42 2582 6.31 .01636 3.18 .00 .88 •OOOE+00 ID 24 SECTION 6 96 TIME - 114.05 HRS HS > 364.63 HIDTH • 48.1 Z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ Y 365.00 .00 .00 300.0 382.50 .00 .00 325.0 380 00 .00 .00 350 0 379.15 .00 .00 367.5 378.30 .00 .00 385.0 377 50 .00 .00 402 5 376.70 .00 .00 420.0 375.85 .00 .00 437.5 375 00 .00 .00 455 0 367.50 .00 .00 472.5 360.00 .00 .00 490.0 356 00 .00 .00 500 0 360.00 .00 .00 515.0 367.50 .00 .00 535.0 375 00 .00 .00 SSS 0 380.00 .00 .00 572.5 385.00 .00 .00 590.0 ID 23 SECTION 6 64 TIHE « 114.05 HRS HS -347.39 HIDTH • 115.6 Z DZ TDZ y Z DZ TDZ y Z DZ TDZ Y 365.00 .00 .00 200.0 363.75 .00 .00 221.0 362.50 .00 .00 242 .0 361.25 .00 .00 263.5 360.00 .00 .00 285.0 358.75 .00 .00 306 .0 357.50 .00 .00 327.0 356.25 .00 .00 348.5 355.00 .00 .00 370 .0 348.66 .00 -1.34 399.7 347.92 .00 -1.23 416.4 346.62 .00 -1.66 432 .9 345.30 .00 -2.20 449.5 343.62 .00 -3.08 466.0 341.88 • 00 -3.97 483 .0 340.96 .00 -4.04 500.0 340.73 .00 -4.2? 515.2 348.13 • 00 -1.67 541 .4 355.00 .00 .00 565.0 357.50 .00 .00 592.0 360.00 .00 • 00 620 .0 360.60 .00 .00 642.5 361.20 .00 .00 665.0 361.85 .00 • 00 667 .5 362.50 .00 .00 710.0 363.10 .00 .00 732.5 363.70 .00 .00 755 .0 364.35 .00 .00 777.5 365.00 .00 .00 800.0 ID 22 SECTIOH 6.74 TIHE - 114.05 HRS HS - 343.94 HIDTH - 109.0 D.24 1 3 I I i I J I ! z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ y 360 00 .00 .00 .0 359.15 .00 .00 20.5 356 30 .00 .00 41 .0 357 50 .00 .00 62.0 356.70 .00 .00 63 .0 355 85 .00 .00 104 .0 355 00 .00 .00 125.0 354.15 .00 .00 145. S 353 30 .00 • 00 166 .0 352 SO .00 .00 187.0 351.66 .00 - .02 206.0 350 78 .00 -.07 229 .0 349 6? .00 - .13 249.9 349.28 .00 -.07 271.9 348 66 .00 -.04 294 0 348 09 .00 -.01 316. S 347.50 .00 .00 339.0 346 93 .00 • 08 361 0 346 27 .00 .07 363.0 345.65 .00 .05 405.6 344 78 .00 - ^22 426 0 343 49 .00 - .51 446.2 341.10 .00 -1.90 464 .2 33? 87 .00 -4.13 482 0 337 80 .00 -3 .20 500.0 340.76 .00 -2.24 526.8 344 81 .00 - .19 554 9 347 28 .00 -.22 583.1 349.83 .00 -.17 611.1 351 20 .00 - .05 630 0 352 50 .00 .00 649.0 353.75 .00 .00 668.5 35S 00 .00 .00 688 0 3S5 60 .00 .00 706.0 356.20 .00 .00 728.0 356 85 .00 .00 748 5 357 50 .00 .00 769.0 356.10 .00 .00 789.0 356 70 .00 .00 809 0 359 35 .00 .00 829.5 360.00 .00 .00 850^0 ID 21 SECTIOT 6 .60 TIHE - 114.05 KRS HS -338.25 HIDTH -106.1 Z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ y 355 00 .00 .00 405 0 350.00 .00 .00 421.0 345.00 .00 .00 437 0 340 71 .00 .71 454 1 334.17 .00 -.83 470.4 333.03 .00 1.03 500 0 333 36 .00 -1.64 529 9 337.42 .00 -.08 559.5 340.28 .00 • 26 569 7 341 19 .00 .34 612 7 341.64 .00 .14 635.9 342.60 .00 .10 656 9 343 36 .00 .06 682 0 344.16 .00 .03 705.0 345.00 .00 .00 728 0 34? SO .00 .00 749 0 350.00 .00 .00 770.0 350.40 .00 .00 791 5 350 80 .00 .00 813 0 351.25 .00 .00 834.5 351.70 .00 .00 856 0 352 10 .00 .00 877 5 352.50 .00 .00 699.0 352.90 .00 .00 921 0 353 30 .00 .00 943 0 353.75 .00 .00 964.5 354.20 .00 .00 986 0 354. 60 .00 • 00 1008 0 355.00 .00 .00 1030.0 ID 20 SECTION 6 52 TIMB « 114.05 KRS HS -335.64 HIDTH -164.3 Z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ Y 355.00 .00 .00 160.0 354.00 .00 .00 202.5 353.00 .00 .00 225 0 345.00 .00 .00 240.0 342.43 .00 -.07 267.0 336.78 .00 -1.22 294 1 338.76 .00 -.3? 316.4 338.27 .00 -.03 337.8 337.46 .00 -.03 359 2 336.97 .00 .27 380.8 336.33 .00 .48 402.8 33S.80 .00 .80 424 8 332.54 .00 2.54 435.0 332.38 .00 3.36 450.0 332.33 .00 2.33 460 0 332.22 .00 3.22 480.0 332.26 .00 4.26 500.0 332.40 .00 3.40 525 0 332.54 .00 2.54 550.0 333.95 .00 1.45 567.5 334.04 .00 -.96 586 4 338.78 .00 -1.22 595.9 342.43 .00 -.07 617.5 345.00 .00 .00 640 0 350.00 .00 • 00 650.0 350.60 .00 .00 670.5 351.20 .00 .00 691 0 351.8S .00 .00 711.5 352.50 .00 .00 732.0 353.10 .00 .00 752 s 353.70 .00 .00 773.0 3S4.35 .00 .00 794.0 355.00 .00 .00 81S 0 ID 19 SECTIOH DZ 6.46 TDZ TIME - 114.05 HRS DZ HS - 333.46 HIDTH - 118.2 TDZ Y Z DZ TDZ 350 00 .00 .00 195.0 347.50 • 00 .00 211.0 345.00 .00 .00 227 0 342 50 .00 .00 243.5 340.0? .00 .07 260.0 339.55 .00 .20 281 6 338 91 .00 .21 303.1 338.31 .00 .21 325.1 337.70 .00 .20 347 2 336 99 .00 .14 369.2 336.23 .00 .03 391.2 335.50 .00 -.10 413 2 334 61 .00 -.39 435.3 327.69 .00 -4.31 449.6 333.56 .00 -1.44 470 0 327 69 .00 -5.61 499.6 327.69 .00 -4.31 530.0 329.63 .00 -3 .87 S46 4 335 23 .00 .23 561.3 340.02 .00 .02 585.0 341.25 .00 • 00 607 5 342 SO .00 .00 630.0 343.75 .00 • 00 652.S 345.00 .00 .00 675 0 350 00 .00 .00 695.0 ID 16 SECTION 6 39 TIME « 114.05 KRS HS -331.29 WIDTH -194.6 J D-25 J z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ Y 342 00 .00 .00 296.0 339.38 .00 .00 324.3 335.91 .00 -.84 352 0 328 91 .00 -5.22 377.6 328.89 .00 -2.61 408.6 328.89 .00 -2.01 429 0 326 89 .00 -1.41 449.0 328.02 .00 -1.68 469.0 327.11 .00 -.59 471 0 326 93 .00 .83 468.0 326.71 .00 1.91 508.0 326.74 .00 .34 511 0 326 SO .00 -1.80 519.2 330.67 .00 -2.53 538.0 330.68 .00 -4.7? 561 8 337 66 .00 - .04 581.0 338.30 .00 .00 605.0 339.05 .00 .00 622 5 339 60 .00 .00 640.0 341.70 ,00 .00 661.0 343.60 .00 .00 691 0 ID 1? SECTIOH 6.34 TIHE - 114.05 KRS WS - 329.47 WIDTH - 122.9 DZ TDZ DZ TDZ DZ TDZ 346.00 .00 .00 275.0 344.00 .00 .00 295.0 342.00 .00 .00 313.0 1 340.00 .00 .00 327.0 338.00 .00 .00 345.0 334.36 .00 -1.64 366.0 J 331.29 .00 -3.71 380.2 331.28 .00 -2.72 397.6 331.26 .00 -1.72 418.7 330.88 .00 -.62 441.8 329.60 .00 -.60 464.2 324.70 .00 -3.80 473.0 _ 324.67 .00 -2.03 474.0 324.67 .00 -.13 480.0 324.74 .00 -1.16 502.0 ] 324.80 .00 -2.60 Sll.O 324.96 .00 -2.14 537.0 326.65 .00 -2.75 540.0 1 327.08 .00 -3.92 560.6 328.51 .00 -4.09 583.1 334.36 .00 -1.64 609.0 338.00 .00 .00 636.0 338,50 .00 .00 645.0 336.50 .00 • 00 651.0 339.30 .00 .00 671.0 342.80 .00 .00 681.0 344.10 .00 .00 705.0 1 344.60 .00 .00 722.5 345.10 .00 .00 740.0 345.40 .00 .00 744.0 ID 16 SECTION DZ 6.30 TIHE > 114.05 HRS HS TDZ DZ TDZ 328.10 WIDTH - 128.9 DZ TDZ 339.00 .00 .00 433.0 324.19 .00 -4.71 458.0 323.79 .00 -3.31 482 0 323.79 .00 -1.91 467.0 323.81 .00 -1.39 497.0 323.83 .00 *2.67 500 0 324.47 .00 -3.02 512.0 325.17 .00 -2.48 527.5 325.1? .00 -2.63 543 0 325.19 .00 -4.01 565.7 330.18 .00 -.78 590.7 333.13 .00 .41 61? 2 334.72 .00 .24 644.2 336.24 .00 .00 671.2 338.00 .00 .00 698 0 339.77 .00 .00 720.0 341.53 .00 .00 742.0 343.30 .00 .00 764 0 344.65 .00 .00 782.0 346.00 .00 .00 800.0 ID 15 SECTION DZ 6.28 TIHE - 114.05 HRS WS - 327.13 HIDTH > 130.0 TDZ DZ TDZ DZ TDZ 350.00 .00 .00 420.0 336.37 .00 •3,63 440.0 325.66 .00 -4 .34 456.2 322.44 .00 -4.76 470.0 322.44 .00 -2.46 478.0 322.44 .00 -.76 498.0 322.44 .00 -3.46 506.0 322.59 .00 -3.81 511.0 322.44 .00 -2 .96 520.0 324.42 .00 -2.28 535.0 325.10 .00 -2.40 547.0 325.11 .00 -2 .99 S5S.0 325.12 .00 -4.88 568.5 326.64 .00 -5.36 581.5 330.26 .00 -2 .74 599.6 334.12 .00 .12 614.9 335.02 .00 .02 633.5 336-00 .00 .00 652.0 336.00 .00 .00 672.0 340.00 .00 .00 665.0 341.00 .00 .00 707.5 342.00 .00 .00 730.0 343.00 .00 .00 746.0 344.00 .00 .00 762.0 ID 14 SECTIC»< 6 26 TIHE « 114.05 KRS HS -326.44 WIDTH m 275.4 Z DZ TDZ y Z DZ TDZ Y Z DZ TDZ Y 340.00 .00 .00 340.0 329.70 .00 -.30 367.1 329.20 .00 -.61 366.5 328.47 .00 -1.12 370.5 324.93 .00 -4.27 360.3 323.85 .00 •4.96 392.0 323.79 .00 •4.71 400.0 323.75 .00 -4.35 408.0 322.42 .00 -5.26 417.0 322.30 .00 -5.50 426.0 322.47 .00 -5.53 436.0 322.34 .00 -5.76 446.0 321.56 .00 •5.32 454.0 321.58 .00 -4.12 463.0 321.58 .00 -4.12 471.0 321.58 .00 -4.22 480.0 321.63 .00 -4.17 488.0 321.73 .00 -4.17 497.0 321.64 .00 -4.06 506.0 321.94 .00 -4.06 515.0 322.05 .00 -4.05 525.0 322.16 .00 -3.94 535.0 322.27 .00 -3.93 54S.0 324.60 .00 -3.30 552.0 324.73 .00 -4.87 559.0 324.77 .00 -5.23 569.0 324.80 .00 -5.20 577.0 324.64 .00 -5.16 585.0 324.87 .00 -5.13 593.0 324.90 • 00 -5.10 602.0 J D-26 324.93 325.01 329.43 333.96 .00 -5.07 .00 -4.99 .00 -.57 .00 .96 610.0 636.0 659.7 684.9 324.9? .00 325.36 .00 331.79 .00 340.00 .00 -5.03 619.0 -4.64 646.5 1.79 666.2 .00 700.0 324.99 .00 329.26 .00 333.42 .00 -5.01 - .72 1.92 627.0 659.3 674.0 ID 13 SECTIOH 6 22 TIME • 114.05 KRS HS -324.90 HIDTH -277.1 Z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ Y 340.00 .00 .00 365.0 330.96 .00 -.02 383.1 329 47 .00 -1.23 389.6 328.19 .00 -2.21 395.9 325.72 .00 3.12 404.5 323 41 .00 1.01 413.4 321.26 .00 -1.04 422.0 319.45 .00 -2.65 431.0 319 46 .00 -4.14 439.0 319.46 .00 -5.54 447.0 319.47 .00 -7.03 455.0 319 48 .00 -7.12 462.0 319.46 .00 -7.22 470.0 319.49 .00 -7.31 477.0 319 80 .00 -7.10 485.0 320.4? .00 -6.43 493.0 320.49 .00 -6.31 501.0 321 09 • 00 -S.71 509.0 321.13 .00 -5.S7 517.0 321.65 .00 -5.05 525.0 321 27 .00 -5.23 533^0 320.60 .00 -5.60 541.0 320.42 .00 -5.56 549.0 320 00 .00 -5.70 5S7.0 320.04 .00 -5.46 566.0 321.17 .00 -4.53 575.0 322 44 .00 -3.36 564.5 323.62 .00 -2.18 593.9 324.12 .00 -2.08 603.2 324 13 • 00 -2.27 612.7 324.13 .00 -2.47 621.8 324.14 .00 -2.66 630.9 324. 14 .00 -2.86 639.0 324.14 .00 -3.16 647.0 324.IS .00 -3.35 656.0 324. 15 .00 -3.65 664.0 324.15 .00 -3.85 673.0 324.30 -.01 -3.40 681.3 325. 93 .00 -1.46 690.6 327.72 .00 .62 697.6 340.00 .00 .00 725.0 ID 12 SECTICAI 6 19 TIME -. 114.05 HRS WS -323 .49 WIDTH -229.2 Z DZ TDZ Y Z DZ TDZ y Z DZ TDZ Y 348 00 .00 .00 391.0 340.19 .00 -.81 413.0 328.01 .00 -5.44 429 8 317 38 -.01 -8.52 449.6 317.35 -.01 -7.25 476.0 317.40 -.01 -5.30 479 0 317 41 -.01 -6.79 466.2 322.04 .00 -3.16 496.9 3p2.17 .00 -1.63 516 8 322 24 .00 -3.16 527.6 322.40 .00 -4.00 557.0 322.50 .00 -4.25 560 0 322 61 .00 -4.49 603.0 322.62 .00 -4.56 604.0 322.72 .00 -5.26 611 9 322 73 .00 -6.27 636.1 322.77 .00 -7.23 665.7 330.69 .00 -1.31 684 6 334 00 .00 .00 705.0 336.00 .00 .00 732.0 338.00 .00 .00 760 0 ID 11 SECTIOH 6 .16 TIME - 114.05 HRS WS -321.33 WIDTH > 92.0 z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ Y 346 .00 .00 .00 36? .0 339.00 .00 .00 388 .5 332.00 .00 .00 410.0 332.50 .00 .00 414 .0 327.03 .00 2.03 446.7 319.08 .00 -5.12 458 5 316 03 .00 -S.O? 481 .5 317.78 .00 -4.22 497.0 315.97 .00 -5.33 S03 0 316 01 .00 -5.59 509 .0 316.02 .00 -6.18 510.0 316.06 .00 -6.34 516 0 316 09 .00 -8.32 520 .6 316.96 .00 -8.24 540.7 326.93 .00 -.07 SSS 2 327 36 .00 .41 570 .7 326.09 .00 1.19 585.9 328.69 .00 1.S9 599 8 329 39 .00 1.69 610 .9 330.13 .00 .83 640.5 330.43 .00 .83 643 5 332 00 .00 .00 671 0 332.50 .00 .00 700.0 333.00 .00 .00 729 0 333 50 .00 .00 756 0 334 .00 .00 .00 787.0 ID 10 SEcrrioH 6 12 TIHE « 114.05 HRS WS -319.36 WIDTH » 92.5 Z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ Y 344 00 .00 .00 336 0 337.00 .00 .00 359.0 330.00 .00 .00 382 0 328 35 .00 1.45 403 4 326.90 .00 3.10 427.9 326.73 .00 3.23 428 1 316 99 .01 -6.01 444 0 314.76 -.01 -7.84 463.0 314.40 -.01 -7.29 479 0 314 19 -.01 -6.81 496 0 315.76 -.01 -4.04 503.0 316.01 - .01 -3.99 510 0 316 07 -.01 -5.03 512 0 316.25 -.01 -4.45 516.8 319.01 .01 -6.39 531 9 324 56 .00 -2.34 541 7 328.29 .00 1.39 S56.2 331.00 .00 .00 571 0 342 00 .00 .00 598 0 ID 9 SECTIOH 6. 06 TIME - 114.05 HRS HS -316.06 WIDTH -90.0 D-27 1 z DZ TDZ y Z DZ TDZ y Z DZ TDZ y 340.00 .00 .00 396.0 326.40 .00 -1.60 411.0 313 • 45 .00 -9.25 432.4 312.42 .01 -8.56 450.5 312.42 .01 -7.08 454.0 312.41 .01 -6.69 465.0 312.41 .01 -4.49 467.0 312.41 .01 -4.59 472.0 312 .41 .01 -7.09 477.0 312.42 .01 -6.98 480.0 312.42 .01 -S.36 462.0 312.55 .01 -5.35 486.0 313.53 .01 -5.57 487.4 317.35 -.01 -2.65 507.6 317 .36 •.01 -1.44 510.0 316.58 .00 -.02 S20.0 319.04 .00 -1.06 522.8 319 .32 .00 - .38 535.6 320.64 .00 1.24 549.1 325.20 .00 -1.80 562.9 330 .36 .00 -1.64 570.0 333.80 .00 .00 577.0 333.80 .00 .00 592.0 338 .90 .00 .00 614.0 344.00 .00 .00 636.0 ID 8 SECTIOH 6 05 TIME - 114.05 KRS HS -317.23 HIDTH — 112.0 Z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ Y 338.00 .00 .00 424.0 316.56 -.01 -13.44 435.0 316.56 -.01 -11.34 446.2 316.54 .00 -2.16 452.1 314.99 .00 .39 467.9 310.70 .00 -1.40 474.4 310.60 .03 -1.60 461.0 310.60 .03 -3.00 485.0 311 34 .00 -1.96 511.0 312.56 .00 -1.74 540.2 324.05 .00 •6.34 556.0 325.76 -.01 -5.34 558.3 326.29 -.01 -1.12 559.1 328.00 .00 .00 571.0 327 60 .00 .00 590.0 327.90 .00 .00 606.5 328.00 .00 .00 623.0 340 00 .00 .00 644.0 ID 7 SECTIOH DZ 5.98 TIHE - 114.05 HRS WS - 312.34 WIDTH - 79.0 TDZ DZ TDZ DZ TDZ 350 00 .00 .00 330.0 345.00 .00 .00 347.0 340.00 .00 .00 364.0 335 00 .00 .00 381.0 330.00 .00 .00 398.0 321.5? .00 -3.43 413.9 312 83 .00 -7.17 425.9 312.62 .00 -2.18 449.3 312.82 .00 2.82 474.9 306 02 -.09 -2.48 468.1 305.92 -.11 -1.08 500.0 305.99 -.09 -2.51 509.9 311 33 -.01 1.33 524.0 311.36 .00 -6.14 553.4 320.53 .00 -4,47 567.3 329 76 .00 -3.54 560.0 341.70 .00 .00 597.0 3S0.00 .00 .00 615.0 ID 6 SECTIOH DZ 5.91 TIHE - 114.05 HRS TDZ DZ HS - 307.24 WIDTH - 35.4 TDZ y Z DZ TDZ 350 00 .00 .00 348.0 341.70 .00 .00 368.0 333.30 .00 .00 369.0 325 00 .00 .00 410.0 320.39 .00 .39 430.2 319.37 .00 4.37 447.6 316 69 .00 6.69 464.2 302.89 .04 -2.11 490.7 302.62 .05 -1.36 490.9 295 91 .03 -7.09 500.0 295.75 .05 -9.25 500.3 317.06 .00 7.06 532.6 319 79 .00 2.29 550.6 325.00 .00 .00 567.0 333.30 .00 .00 581.0 341 70 .00 .00 596.0 350.00 .00 .00 611.0 ID 5 SECTICm oz 5.84 TDZ TIHE - 114.05 HRS DZ HS - 299.34 HIDTH - 51.6 TDZ Y Z DZ TDZ 337.00 .00 .00 370.0 331.00 .00 .00 385.0 325.00 .00 .00 400.0 318.30 .00 .00 417.0 311.70 .00 .00 434.0 307.92 .00 2.92 454.6 299.24 .00 -3.26 467.2 293.56 -.04 -6.42 490.6 290.39 -.04 -8.61 500.0 298.44 .00 -1.56 517.6 309.33 .00 -3.17 532.9 323.89 .00 -1.12 553.0 337.00 .00 .00 570.0 ID 4 SECTICM 5. 76 TIME - 114.05 RRS WS -293.94 HIDTH -46.2 Z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ Y 337.00 .00 .00 350.0 333.00 .00 .00 370.0 329.00 .00 .00 390.0 325.00 .00 .00 410.0 316.29 .00 -.41 425.0 305.40 .00 -2.90 440.0 297.45 .00 -2.56 451.2 297.33 .00 -.17 468.1 286.64 .01 -8.36 485.8 286.19 .01 -7.81 489.3 286.16 .01 -6.64 500.4 291.54 .00 -3.46 512.4 D-28 1 J 298 .42 .00 -1.58 533.6 308.75 .00 -3.74 546.0 322.55 .00 -2 .46 567 0 337 00 .00 .00 585.0 ID 3 SECTION s 67 TIME « 114.05 HRS WS -288.36 WIDTH * 61.4 Z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ Y 350 00 .00 .00 373 .0 336.27 .00 -1.24 386.0 326.11 .00 1.12 400 0 316 70 .00 .00 416.0 308.30 .00 .00 432.0 297.91 .00 -2.09 448 0 287 44 -.03 -7.56 463.5 266.10 .01 -3.90 474.2 261.79 .02 -3.21 490 3 281 78 .02 -2.22 500.0 281.82 .02 -3.18 514.3 269.86 .00 -.11 525 8 295 70 .00 -4 .30 534.5 308.38 .00 -4.12 552.0 321.45 .00 -3.55 570 0 333 06 .00 -.24 586.0 341.70 .00 .00 603.0 350.00 .00 .00 620 0 ID 2 SECTIOH 5.60 TIMB - 114.05 KRS WS - 284.60 WIDTH 88.6 z DZ TDZ Y Z DZ TDZ Y Z DZ TDZ Y 325.00 .00 .00 365.0 311 19 .00 -1.31 364 0 297.40 .00 -2.60 403 0 290.77 .00 -4 .23 412.1 266 8? .00 -3.12 41? 5 266.79 .00 -.71 435 3 266.78 .00 1.78 447.9 281 04 .00 -2.26 457 9 278.91 .02 -2.79 476 4 276.90 .02 -1.10 490.0 278 90 .02 -1.10 502 7 262.39 .02 -.12 516 6 284.74 - •Ol -.26 539.8 288 73 -.01 -3.77 545 3 293 .61 .00 -6.39 552 0 308.13 .00 -4.37 572.0 325 00 .00 .00 S93 0 I 1 D-29