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CT 04-08; La Costa Village Townhomes; Hydrology and Hydraulics Study; 2011-03-01
HYDROLOGY & HYDRAULICS STUDY MOONSTONE DOVE LANE AND EL CAMINO REAL CARLSBAD, CALIFORNIA V'^i.<»./iV i Developer: fiats City Ventures — •-TSWRedhill Avenue, Suite 200 Santa Ana, CA, 92705 (949) 251-8030 Bill McReynolds Prepared For: City Ventures 2850 Redhill Avenue, Suite 200 Santa Ana, CA, 92705 (949) 251-8030 Bill McReynolds '0% Prepared By: C&V Consulting, Inc. 18 Teclinology, Ste 154 Irvine, CA 92618 Contact: Daryl Kessler (949) 769-6600 ^, NO. 33520 irg, EXPIRES March, 2011 TABLE OF CONTENTS Page Acknowledgement and Signature Page ii I. Introduction/Purpose 1 II. Methodology 1 III. Design Assumptions 2 IV. Conclusion 3 V. References 4 APPENDICIES A. Hydrology Study (10 & 100-Year Storm Event) B. Sub-Area Runoff Summary (Existing and Proposed) C. Area Drain Pipe Capacity Calculations D. Catch Basin Design E. WSPG Print outs F. Rip Rap Calculations List of Exhibits: 1. Proposed QIOO Hydrology Map 2. Existing Conditions QIOO Hydrology Map 3. Storm Drain Plan Set 4. As-built Plans Hydrology Study and Hydraulic Analysis For Moonstone ACKNOWLEDGEMENT AND SIGNATURE PAGE This Hydrology Study prepared by C&V Consulting, Inc. under the supervision of Vincent Scarpati, P.E. ^incent Scarpati, PE 33520 Date C&V Consulting, Inc. 11 Purpose The purpose of this report is to provide quantitative information to verify storm drain infrastructure and hydrologic compliance of the project site. The values and statements within confirm the subject site is designed and planned in accordance to the June 2003 San Diego Hydrology Manual and the City of Carlsbad Chapter 5 - Drainage and Storm Drain StandardsB I. Introduction: The project site consists of approximately 13.6 acres undeveloped land, approximately trapezoidal in shape, in the City of Carlsbad. The site is bounded by Poinsettia Lane to the north, existing residential homes to the west. Dove Lane and Plaza Paseo Real Shopping Center to the south. County Highway Sll also known as El Camino Real to the east. The proposed project is a multi-family residential development consisting of 15 buildings totaling 53 condominium units and 2 recreation/pool units. Of the 13.6 acres, development will only occur within 4.6 acres. The existmg conditions yielded 0 percent imperviousness. Upon development, imperviousness increases to 22 percent. The existing site generally slopes southwesterly and is covered by native brush. The majority of run- off in the existing portion of the site flows southwesterly and is eventually detained in an existing detention basin located in the southwest end of the project adjacent to Dove LaneB The remaining run-off will be captured before entering the developed portion and will be diverted directly to the basin or into a storm drain system located within the developed portion, ultimately conveying flows into the same detention basinB The site design for the developed residential portion proposes that runoff is to be collected in catch basins. The northerly half of the developed portion will then pipe these flows via storm drain system into the aforementioned basin. The southerly half of the developed portion will also convey flows via storm drain system onto an additional existing privately owned detention basin outside of the propertyB This basin is located next to the south end of the site adjacent to the comer of Dove Lane and El Camino Real II. Methodology / Rational: The proposed drainage area was analyzed by utilizing the Coimty of San Diego Hydrology Manual and the City ofCarlsbad Chapter 5 Drainage Standards. Each drainage area was divided as demonstrated on the hydrology map (Exhibit 1). Each area was analyzed for acreage, impervious cover, and time of concentration according to the Rational Method. The flows, expressed in cubic feet per second (cfs), were totaled at connections to main storm drain linesB This information was then used in conjunction with WSPG software to validate the hydraulic grade line and other flow characteristics of each section of pipe (See Profiles or WSPG printouts). Because the site is reasonably steep in grade and the areas are rather small, a minimum time of concentration of 5 minutes was used for the entire site. The subject site will drain into the existing basins as shown on exhibit 1, flow will then get mitigated for water quality and will outiet the basins in the historic location. Page 1 The subject site also conveys off site flows as shown on exhibit 1. The flows are conveyed through the subject site and flows into the existing basins typical to historic conditions. Downstream connections and controlling elevations were determined by as-built plan nimibers dwg 301-2 and 305-6 located in the appendices. Per the existing as-buih plans both project QIOO outfalls are less than the pre designed QIOO flows in the down stream pipe connection, therefore no on site detention is needed. The subject project resides in Basin A as denoted on the offsite drainage exhibit for the Plaza Paseo Real PE 2.89.20. Basin A was master plarmed as a single family development with a percent of impervious of 55%. The proposed development has less than the planned percentage of impervious area due to the majority of the project site resulting in undeveloped environmentally sensitive area. As denoted on the existing conditions hydrology, the existing site discharges a QIOO of 26.40 CFS. Per as-built plan DWG 305-6 the existing downstream system has been designed for 78.6 CFS. The 78.6 CFS does not solely relate directly to the proposed site only, however as discussed above the project site is proposed to have less impervious area as originally planned. Therefore the proposed site flow of 46.34 cfs, an increase of 19.94 CFS from the current site conditions, does not warrant retention for storm water mitigation in this location due to the downstream pipe conditions already being designed to accommodate the additional site development flows with excess. The outlet for both basins however will be restricted to conform to the County and City requirements for Hydro-modification. This volume requirement is independent from required QIOO flow mitigation, however outlet stmctures to contain the mitigated water quality flow are sized to accommodate fiill QIOO flows. The overflow analysis herein has been developed to confirm that in the event of fiill storm drain failure that the proposed site can convey the QIOO contained within the curb. Detention and water quality basins areas will overflow into public right of way in the event of cresting. Page 2 III. Design Assumptions: 1. The onsite drainage area was analyzed for a 10 and 100-year 6 hour storm event using Rational Method Analysis pet the County of San Diego Hydrology Manual. 2. The drainage area is located in Soil Groups B and D according to the Hydrology Manual's and soils analysis sheet. (Map Attached). 3. The rainfaU intensity for a lO-year 6-hour storm results in an intensity of 5 in/hr per the Hydrology Manual. 4. Additional soil infUtration was not included because the sub areas are small in nature 5. The impervious area has been calculated to be 77% for the subject project per table 3-1 of the hydrology manual. 6. Storm drains and catch basins onsite were designed for a 100-year storm event, which corresponds to the design requirements for the project. 7. All flows are based on the complete future development of land and roads. 8. The Hydrology Map attached to the back of this study is made part of the study. 9. Any pre-existing or post-development off-tract flow directed toward the proposed storm drain has been included in the total flow. **Note: Additional Calculation Assumptions Have Been Noted Throughout Report Page 3 IV. Conclusions: The results from this hydrology and hydraulic analysis demonstrate the following: • The drainage design for the Moonstone project has been designed to meet the County of San Diego Standards. • The drainage system is designed to manage runoff from a 10-year 6 hr storm. • Building pads will be protected and will be above the theoretical 100 year flood elevation as determined in this study. Storm flows wiU be contained within the on site curb. • The post development flow is greater than the predevelopment condition. Although the downstream piping conveyance network has been designed to accommodate these additional flows in surplus. Therefore no storage or detention facilities are proposed for QIOO flows. Page 4 V. REFERENCES 1. County of San Diego, "Hydrology Manual" dated June 2003 2. City of Carlsbad Chapter 5- Drainage and Storm Drain Standards. 3. Water Surface and Pressure Gradient (WSPG) HydrauUc Analysis System Software, Los Angeles County Department of Public Works Program No. F0515P, April 1979. 4. Advanced Engineering Software, HELEl Hydraulic Elements I for Street Flooding and Catch Basin Design, 1996 version. Page 5 Hydrology Study (10 & 100-Year Storm Event — 6 hr) Direction* for Application: (1) From precipitation maps determine 6 tir and 24 hr amounts for the selected frequency. These maps are included in the County Hydrology Manual (10,50, and 100 yr maps included In the Design and Procedure Manual). (2) Adjust 6 hr precipitation (if necessary) so that it is within the range of 45% to 65% of the 24 hr precipitation (not applicaple to Desert). (3) Plot 6 hr precipitation on the right side ofthe chart. (4) Draw a line through the point parallel to the plotted lines. (5) This line is the intensity-duration curve for the tocation being analyzed. 'P 24 in. Application Form: (a) Selected frequency year (b) P6= 2ii_in.,P24= ^'2^ (c) Adjusted P6<^> = _ (d) tjj = S-O min. (e) I = 7ig in./hr. Note: This chart replaces the Intensity-Duration-Frequency curves used since 1965. 1.5 I 2.5 I 3.95 5.27 3.18 4.24 2.53 3.37 1.95 2.59 1.62'2.15 1.40 1.87 1.24 1.66 1.03 1.38 0.90 1.19 0.80 1.06 061 0.82 0.51 0.68 0.44 0.59 0.39 0.52 0.33 0.43 0.28 0.38 0.25'0.33 6.59 5.30 4.21 3.24 2.69 2,33 2.07 1.72 1.49 1.33 1.02 0.85 0.73 0.65 0.54 0.47 0.42 7.90 6,36 5.05 3.89 3.23 2.80 2.49 2.07 1.79 1.59 1.23 1.02 0.88 0.78 0.65 0.56 3.5 I '. 4.5 9.22 7.42 5.90' 4.54 3.77 3.27 2.90; 2.41 2.09 1.86 1.43 1.19 1.03 0.91 0.76 0.66 0.50 0.58 10.54 8.48 6.74 5.19 4.31 3.73 3 32 2.76 2.39 2 12 1 63 1.36 1 18 1.04 0.87 0.75 ' 0.67 11.86 9.54 7.58 5.84 4.85 4.20 3.73 3.10 2.69 2.39 1.84 1.53 1.32 1.18 0.98 0.85 0.75 13.17 10.60 8.42 6.49 5.39 4.67 4.15 3.45 2.98 2.65 2.04 1.70 1.47 1.31 1.08 0,94 0.84 5.5 I 14.49 11.66' 9.27 7.13 ' 5.93 5.13 4.56 3.79 3.28 • 2.92 2.25 ; 1.87 1.82 1.44 ' 1.19 ' 1.03 0.92 ^ 15.81 12.72 10.11 7.78 6,46 5.60 4.98 4.13 3.58 3.18 2.45 2.04 1,76 1.57 1 30 1.13 1.00 Intensity-Duration Design Chart - Template F 1 G u R 3-1 Olfactions for Application: (1) From precipitation maps detenmine 6 hr and 24 hr amounts tbr the selected fl^uency. These maps are included in the County Hydrology Manual (10,50, and 100 yr maps included in the Design and Procedure Manual). (2) Adjust 6 hr precipitation (if necessary) so that it is within the range of 45% to 65% of the 24 hr precipitation (not applicaple to Desert), (3) Plot 6 hr precipitation on the right side of the chart. (4) Draw a line through the point parallel to the plotted lines. (5) This line is the intensity-duration curve for the location being analyzed. Application Form: (a) Selected frequency year I (b) Pg = t.q in.. P24 = ^ l ,P- = S-7 %(2) 3 4 Hours (c) Adjusted Pe<2> = 24 in. I (d)tv mm. (e)l= _b_in./hr. Note: This chart replaces the Intensity-Duration-Frequency curves used since 1965, P6 Duration S 7 10 IS 20 25 30 40 90 60 90 120 ISO im 240 300 360 2.63 2.12 1.68 1.30 1.08 0.93 0.63 0.^ 0.60 0.53 0.41 0.34 0.29 0.26 0.22 0.19 0.17 1.5 2 I I 3.9S 5.27 3.18 4.24 2.53'3.37 1.95 2.59 1.62'2.15 1.40 1.87 1.24 1.66 1.03 1.38 0.90 1.19 0.80 1.06 061 0.82 0.51 0.68 0.44 0.59 0.39 0.52 033'0-43 0.28 0.38 0.25 0.33 2.5 3 3.5 I ' I I 6,59 7 90 9.22 5.30 6.36 4.21 5.05 3.24 3.89 2.69 3,23 2.33 2.80 2.07 2,49 1.72 2.07 1.49 1.79 1.33 1.59 1.02 1.23 0.85 1.02 0.73 0.88 0.65 0.78 0.54 0.65 0,47 0.56 0.42 0.50 0.58 7.42 5.90 4.54 3.77 3.27 2.90 2.41 2.09 1.86 1.43 1.19 1.03 0.91 0.76 0.66 4 I loST 8.48 6.74 5.19 4.31 • 373 3.32 2.76 2.39 2.12 1.63 1.36 1.18 1.04 ' 0.87 0.75 0.67 4.5 11.86 9.54 7.58 5.84 4.85 4.20 3.73 3.10 2.69 2.39 1.84 1.53 1.32 1.18 0.98 0.85 0.75 13.17 10.60 8.42 6.49 5.39 4.67 4.15 3.45 2.98 2.65 2.04 1.70 1.47 1.31 1.08 0,94 0.84 5.5 I 14.49 11.66 9.27 7.13 5.93 6.13 4.56 3.79 3.28 2.92 2.25 1.87 1.62 1.44 1.19 1.03 0.92 15.81 12.72 10.11 7.78 6,46 5.60 4.98 4.13 3.58 318 2.45 2.04 1.76 1.57 1.30 1.13 1.00 FIGURE Intensity-Duration Design Chart - Template 3-1 Directions for Application: (1) From precipitation maps determine 6 hr and 24 hr amounts for the selected frequency. These maps are included in the County Hydrology Manual (10,50,and100yrmaps included in the Design and Procedure Manual). (2) Adjust 6 hr precipitation (if necessary) so that it is within the range of 45% to 65% ofthe 24 hr precipitation (not applicaple to Desert), (3) Plot 6 hr precipitation on the right side of the chart. (4) Draw a line through the point parallel to the plotted lines. (5) This line is the intensity-duration curve forthe location being analyzed. Appiication Form: (a) Selected frequency year I (b) Pe = l-*^ in.. P24 = 3.3 .fS. = tr7_ %(2) 3 4 Hours (c) Adjusted PQ^^> = . 5 min. 24 in. (d)t^. (e)l= 5" in./hr. Note: This chart replaces the Intensity-Duration-Frequency curves used since 1965. P6 Duration 5 7 10 15 20 25 30 40 SO 60 90 120 ISO 180 240 300 360 2.63 2.12 1,66 1.30 1.08 0.93 0.83 0.69 0.60 0.S3 0.41 0.34 0.29 0.26 0.22 0.19 0.17 1.5 2 I I 3.95 5.27 2.5 3.18 2.53 1.95 1.62 1.40 1.24 1.03 0.90 0-80 0.61 0.51 0.44 0.39 0.33 0.28 4.24 3.37 2-59 2.15 1.87 1.66 1.38 1.19 106 0.82 0.68 0.59 0.52 0.43 0.38 0.2S 0.33 6.59 5.30 4.21 3.24 2.69 2.33 2.07 1.72 1,49 1.33 1.02 0.85 0-73 0.65 0-54 0.47 3,5 I 7.90 6,36 SOS 3.89 3.23 2.80 2,49 2.07 1,79 1 59 1.23 1.02 0.88 0.78 0.65 0.56 0.42 0.50 9:12 7.42 5.90 4.54 3.77 3.27 2.90 2-41 2.09 1.88 1.43 1.19 1.03 0.91 0.76 0.66 0.58 4 I i5ir 8.48 6.74 5 19 4.31 3.73 3 32 2.76 2.39 2 12 1.63 1.36 1 18 1.04 0.87 0.75 0.67 4.5 1 11.86 9.54 7.58 5.84 4.85 4.20 3.73 3.10 2.69 2.39 1.84 1.53 1.32 1.18 0.98 0.85 0.75 13,17 10.60 8.42 6.49 5,39 4.67 4.15 3.45 2.98 2.65 2.04 1.70 1.47 1.31 1.08 0.94 084 5.5 I 14.49 11.66 9.27 7.13 5.93 5.13 4.56 3.79 3.28 2 92 2.25 1.87 1.62 1.44 1.19 1.03 0.92 15.81 12.72 10.11 7.78 6,46 5,60 4,98 4.13 3,58 3.18 2,45 2.04 1.76 1.57 1.30 1.13 1.00 Intensity-Duration Design Chart - Template FIGURE 3-1 Directions for An>licaNon: (1) From precipitation maps determine 6 hr and 24 hr amounts for the selected frequency. These maps are included in the County Hydrology Manual (10,50, and 100 yr maps included in the Design and Procedure Manual). (2) Adjust 6 hr precipitation (if necessary) so that it is within the range of 45% to 65% of the 24 hr precipitation (not applicaple to Desert). (3) Plot 6 hr precipitation on the right side ofthe chart. (4) Draw a line through the point parallel to the plotted lines. (5) This line is the intensity-duration curve forthe location being analyzed. Appiication Form: (a) Selected frequency year % (b) Pe = in.. P24 = S Z- (c) Adjusted Pg'^) = " (d) t^ = ^ min. •P24 %(2) in. (e) I = 1-'^ in./hr. Note: This chart replaces the Intensity-Duration-Frequency curves used since 1965. 3 4 Hours P6 Duration s 7 10 15 20 25 30 40 SO 60 90 120 ISO IM 24« 300 360 1.5 I 2.5 1 263 2.12 1.68 1.3D 1,06 0.93 0.83 0.^ 0,60 0.53 0.41 0.34 0.29 0.26 0.22 0.19 0.17 3.95 5.27 3.18 4.24 2.53 3,37 1.95 2.59 1.62" 2.15 1.40 1.87 1.24 1.66 1.03 1.38 0.90 1.19 0.80 1.06 0.61 0.62 0.51 0.68 0.44 0-59 0.39 0.52 0.33'0.43: 0.28 0.38 = 0.25 0.33' 6.59 7.90 5.30 6.36 4,21 5.05 3.24 2.69 2,33 2,07 1.72 1,49 1 33 1.02 0.85 0.73 0,65 0.54 0.47 3.89 3.23 2.80 2.49 2.07 1,79 1.59 1.23 1.02 0.88 0.78 0.65 0.56 3,5 4.5 I 0.42 0.50 9.22 7.42 5.90 4.54 3,77 3.27 2.90 2-41' 2.09 1.86 1.43 1.19 1.03 0.91 0.76 0.66 0.58 10.54 8.48 6.74 5.19 4.31 373 3.32 2.76 2.39 2 12 1.63 1.36 1 18 1.04 0.87 0.75 0.67 11.86 9.54 7.58 5.84 4.85 4.20 3.73 3.10 2.69 2.39 1.84 1.53 1.32 1.18 0.98 0.85 0.75 5.5 13.17 10.60 8.42 6.49 ' 5,39 • 4.67 4.15 3.45 2.98 2.65 2.04 1.70 1-47 1.31 1.08 • 0.94 0.84 14.49 11.66' 9.27 7.13 5.93 5.13 4.56 ' 3.79 3.28 : 2.92 2.25 1-87 1.62 1.44 1.19 1.03 0.92 • 15,81 12.72 10.11 7.78 6.46 5.60 4,98 4.13 3.58 3.18 2,45 2.04 1,76 1.57 1 30 1.13 1.00 Intensity-Duration Design Chart - Template FIGURE 3-1 County of San Diego Hydrology Manual Soil Hydrologic Groups Legend Soil Groups Group A Group B Group C Group D Undetermined Data Unavailable DPW GIS SafiGIS OwRrvndnt of Public WMB Wc Have San Diego Covcrcdl N THIS MAP IS PROVIDED WITHOUT WARRANTY OF ANY KIND, EITHER EXPRE OR IMPLIED, INCLUDING, BUT NOT LIMITED TQ, THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. Copyright SanGIS. Ali Rights Reserved. This products may contain information from the SANDAG Regional P Information System which cannot be reproduced without the writlen permission of SANDAG. This product may contain information which has been reproduced with permission granted by Thomas Brothers Maps. 3 Miles Legend Soil Groups HuiUIMIil 1 [~ j Group A Group B k ' I [ Group C 1 1 Group D 1 ' 1 Undetemiined j j Data Unavailable AE Feet Tc = .5000 .4000 .3000 -2000 -1000 -900 ^ 800 -•WO - 60^\ - 500 ^ -400 N -300 -200 -100 50 — 40 — 30 — 20 10 Tc L AE EQUATION /l1.9Ln0385 V AE ) Time of concentration (hours) Watercourse Distance (miles) Change in elevation along effective slope line (See Figure 3-5) (feet) Tc Hours Minutes \ Miles Feet \ ^ 4000 - s — 3000 0.5- AE SOURCE; Califomia Division of Highways (1941) and Kirpich (1940) .2000 1800 h- 1600 1400 • 1200 -1000 • 900 •800 •700 • 600 -500 • 400 — 300 • 200 N \ \ •240 •180 120 • 100 -90 '80 • 70 -60 -50 -40 • 30 -20 •18 •16 •14 -12 -10 -9 -8 •7 -6 Tc Nomograph for Determination of Time of Concentration (Tc) or Travel Time (Tt) for Natural V\/tatersheds FIGURE San Diego County Hydrology Manual Date: June 2003 Section: Page: 3 6 of 26 Table 3-1 RUNOFF COEFFICIENTS FOR URBAN AREAS Land Use Runoff Coefficient "C" Soil Type NRCS Elements County Elements % IMPER. A B C D Undisturbed Natural Terrain (Natural) Pennanent Open Space 0* 0.20 0.25 0.30 0.35 Low Density Residential (LDR) Residential, 1.0 DU/A or less 10 0.27 0.32 0.36 0.41 Low Density Residential (LDR) Residential, 2.0 DU/A or less 20 0.34 0.38 0.42 0.46 Low Density Residential (LDR) Residential, 2.9 DU/A or less 25 0.38 0.41 0.45 0.49 Medium Density Residential (MDR) Residential, 4.3 DU/A or less 30 0.41 0.45 0.48 0.52 Medium Density Residential (MDR) Residential, 7.3 DU/A or less 40 0.48 0.51 0.54 0.57 Medium Density Residential (MDR) Residential, 10.9 DU/A or less 45 0.52 0.54 0.57 0.60 Medium Density Residential (MDR) Residential, 14.5 DU/A or less 50 0.55 0.58 0.60 0.63 High Density Residential (HDR) Residential, 24.0 DU/A or less 65 0.66 0.67 0.69 0.71 High Density Residential (HDR) Residential, 43.0 DU/A or less 80 0.76 0.77 0.78 0,79 Commercial./Industrial (N. Com) Neighborhood Commercial 80 0.76 0.77 0.78 0.79 Commercial/Industrial (G. Com) General Commercial 85 0.80 0.80 0.81 0.82 Commercial/Industrial (O.P. Com) OfFice Professional/Commercial 90 0.83 0.84 0.84 0.85 Commercial/Industrial (Limited L) Limited Industrial 90 0.83 0.84 0.84 0.85 Commercial/Industrial (General L) General Industrial 95 0.87 0.87 0.87 0.87 *The values associated with 0% impervious may be used for direct calculation of the runoff coefficient as described in Section 3.1.2 (representing the pervious runoff coefficient, Cp, for the soil type), or for areas that will remain undisturbed in perpetuity. Justification must be given that the area will remain natural forever (e.g., the area is located in Cleveland National Forest). DU/A = dwelling units per acre NRCS = National Resources Conservation Service 3-6 County of San Diego Hydrology Manual Rainfall Isopluvials 10 Year Rainfall Event - 24 Hours Isopluvial (inches) N THIS MAP IS PROVIOED WITHOUT WARRANTY OF ANY KIND, EITHER EXPRESS OR IMPLIED. INCLUDING, BUT NOT LIMITED TO, THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. Copyright SanGIS. All Rights Reserved. T^iis products may contain information from Iha SANDAG Regional •p Information System which cannot tie reproduced without the ^ written permission of SANDAG This product may contain information which lias been reproduced wilh pennission granted by Thomas Brolhers Maps. 3 Miles 33°3ff- 33° 15'- 33°00' 32°45' 32''30' o CO O O LO O CO IMPERIAL BEACHi" 8 B 1^ o o o CO o CO a 33115' LD o CD 33°30' in a 32°30' County of San Diego Hydrology Manual Rainfall Isopluvials 10 Year Rainfall Event - 6 Hours Isopluvial (inches) N THtS MAP IS PROVIDED WrOHOUT WARRANTY OF ANY KIND. EITHER EXPRESS OR IMPLIED. INCLUDING. BUT NOT LIMITED TO, THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. Copyright SanGIS. AH Rights Reserved, This products may conlaln information froml.ha SANDAG Regional Information System which cannot be reproduced without the wiitten permission of SANDAG This product may contain Informalion which has been reproduced wilh penriission granted by Thomas Brothers Maps. 3 Miles 33°30^ 33°15 33°00' 32°45' 32''30' o CO LD o O O LO o PO LO o CO 33*'30' 33^45' 33°00' 32''45' 32°30' County of San Diego Hydrology Manual Rainfall Isopluvials 100 Year Rainfall Event - 24 Hours Isopluvial (inches) N THIS MAP IS PROVIDED WITHOUT WARRANTY OF ANY KIND, EITHER EXPRESS OR IMPLIED, INCLUDING, BUT NOT LIMITED TO, THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. Copyright SanGIS, AJI Rights Reserved. Ttiis products may contain information from the SANDAG Regional 'P Information System which cannot be reproduced without the writlen permission of SANDAG. This product may contain information which has tieen reproduced with permission granted by Thomas Brothers Maps. 3 Miles o CO 33°3(}^ 33°15' 33°00' lO O o LO o CO LO o 33°30' County of San Diego Hydrology Manual Rainfall Isopluvials 100 Year Rainfall Event - 6 Hours Isopluvial (inches) N THIS MAP IS PROVIDED WITHOUT WARRANTY OF ANY KIND EITHER EXPRESS OR IMPLIED. INCLUDING. BUT NOT LIMITED TO, THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FiTNESS FOR A PARTICULAR PURPOSE Copyright SanGIS Afl Rights Reserved This products may contain infonnation from the SANDAG Regional Information System wtiich cannot be reproduced without the written permission of SANDAG, This product may contain information which has been reproduced wilh permission granted by Thomas Brothers Maps. 3 Miles AE Feet ^ IS' L-303' • SOOO .4000 Tc Tc L AE EQUATION 11.9L*\0.385 ^) Time of concentration (hours) Watercourse Distance (miles) Change in eievation along effective slope line (See Figure 3-5)(feet) AE )URCE: Califbmia Division of Highways (1941) and Kirpich (1940) Tc use Tc SM'rJ pea. Crri i CsLrt^H iseca,B FIGURE Nonrtograph for Detennination of Time Of Concentration (Tc) or Travel Time (Tt) for Natural Watersheds San Diego County Hydrology Manual Date: June 2003 Section: Page: 3 6 of 26 Table 3-1 RUNOFF COEFFICIENTS FOR URBAN AREAS Land Use Runoff Coefficient "C" Soil Type NRCS Elements County Elements % IMPER. A B c D Undisturbed Natural Terrain (Natural) Permanent Open Space 0* 0.20 0.25 0.30 0.35 Low Density Residential (LDR) Residential, 1.0 DU/A or less 10 0.27 0.32 0.36 0.41 Low Density Residential (LDR) Residential, 2.0 DU/A or less 20 0.34 0.38 0.42 0.46 Low Density Residential (LDR) Residential, 2.9 DU/A or less 25 0.38 0.41 0.45 0.49 Medium Density Residential (MDR) Residential, 4.3 DU/A or less 30 0.41 0.45 0.48 0.52 Medium Density Residential (MDR) Residential, 7.3 DU/A or less 40 0.48 0.51 0.54 0.57 Medium Density Residential (MDR) Residential, 10.9 DU/A or less 45 0.52 0.54 0.57 0.60 Medium Density Residential (MDR) Residential, 14.5 DU/A or less 50 0.55 0.58 0.60 0.63 High Density Residential (HDR) Residential, 24.0 DU/A or less 65 0.66 0.67 0.69 0.71 High Density Residential (HDR) Residential, 43.0 DU/A or less 80 0.76 0.77 0.78 0.79 Commercial/Industrial (N. Com) Neighborhood Commercial 80 0.76 0.77 0.78 0.79 Commercial/Industrial (G. Com) General Commercial 85 0.80 0.80 0.81 0.82 Commercial/Industrial (O.P. Com) Office Professional/Commercial 90 0.83 0.84 0.84 0.85 Commercial/Industrial (Limited I.) Limited Industrial 90 0.83 0.84 0.84 0.85 Commercial/Industrial (General I.) General Industrial 95 0.87 0.87 0.87 0.87 ^^ffl^i^ t n f .u -1 ^ C V- , ... iuiiuii (.uciiiticul as uescnoea m section ^.i.z (representing the perv ous runoff SToSt, clvtid NiS'i.:^."*" """ ™ "•^'^ («.^.,.iTaJ DU/A = dwelling units per acre NRCS = National Resources Conservation Service 3-6 area-2-qlOO overf1ow.txt Channel Calculator Given Input Data: Shape Trapezoidal Solving for Depth of Flow Flowrate 2.6400 cfs Slope 0.0100 ft/ft Manning's n 0.0130 Height 0.5000 ft Bottom width 0.0833 ft Left slope 0.0200 ft/ft (v/H) Right slope 1.0000 ft/ft (V/H) Computed Results: Depth 0.2026 ft velocity 2.4832 fps Full Flowrate 29.0109 cfs Flow area 1B0631 ft2 Flow perimeter 10.4997 ft Hydraulic radius 0.1013 ft Top width 10.4138 ft Area 6.4166 ft2 Perimeter 25.7954 ft Percent full 40.5116 % Critical Information depth 0.2300 ft slope 0.0051 ft/ft ieal velocity 1.9302 fps ieal area 1.3677 ft2 perimeter 11.9093 ft hydraulic radius 0.1148 ft top width 11.8117 ft ific energy 0.2984 ft Minimum energy 0.3450 ft Froude number 1.3702 Flow condition Supercritical Criti Crit Crit Crit Crit Criti Crit Speci cal cal cal cal cal Page 1 area-l-qlOO overflow.txt Channel Calculator Given Input Data: Shape Trapezoidal Solving for Depth of Flow Flowrate 16.6000 cfs Slope 0.0100 ft/ft Manning's n 0.0130 Height 0.5000 ft Bottom width 0.0833 ft Left slope 0.0200 ft/ft (v/H) Right slope 1.0000 ft/ft (V/H) Computed Results: Depth 0.4052 ft velocity 3.9322 fps Full Flowrate 29.0109 cfs Flow area 4.2215 ft2 Flow perimeter 20.9228 ft Hydraulic radius 0.2018 ft Top width 20.7509 ft Area 6.4166 ft2 perimeter 25.7954 ft Percent full 81.0495 % Critical Information Critical depth OB4816 ft Critical slope 0B0040 ft/ft Critical velocity 2.7881 fps Critical area 5.9540 ft2 Critical perimeter 24.8480 ft Critical hydraulic radius 0.2396 ft critical top width 24.6437 ft Specific energy 0.6455 ft Minimum energy 0.7224 ft Froude number 1.5370 Flow condition supercritical Page 1 4 A3 4- AI 4 4; Lo CF5 Sub-Area Runoff Summary RATIONAL METHOD STUDY FORM San Diego County HYDROLOGY MANUAL STUDY NAME: Carisbad 10-YEAR STORM RATIONAL METHOD STUDY CALCULATED BY: DK DATE: FEB 2011 CHECKED BY: DATE: PAGE 1 OF 1 CONC. PT. (MAP AREA) AREA (ACRES) SOIL TYPE DEV. C Tt MIN. Tc MIN. I in/hr Q TOTAL FLOW PATH, FT SLOPE FT/FT V FT/SEC HYDRAULICS AND NOTES CONC. PT. (MAP AREA) SUBAREA TOTAL SOIL TYPE DEV. C Tt MIN. Tc MIN. I in/hr Q TOTAL FLOW PATH, FT SLOPE FT/FT V FT/SEC HYDRAULICS AND NOTES Proposed Area I in/hr Al 0.06 B 0.77 5 5.00 0.23 L=303' H=15.0'Then 427' 107 min A2 0.16 B 0.77 5 5.00 0.62 A3 0.94 B 0.25 5 5.00 1.18 A4 0.04 B 0.77 5 5.00 0.15 A5 0.38 B 0.77 5 5.00 1.46 A6 0.28 B 0.77 5 5.00 1.08 A7 0.21 B 0.77 5 5.00 0.81 A8 0.13 B 0.77 5 5.00 0.50 A9 0.29 B 0.77 5 5.00 1.12 AIO 0.05 B 0.77 5 5.00 0.19 All 0.17 B 0.77 5 5.00 0.65 NOTES: I(t) = from figure 3-1 ; C = 0.77 FROM Table 3-1 (Soil B, Soils Map) RATIONAL METHOD STUDY FORM San Diego County HYDROLOGY MANUAL STUDY NAME: Carisbad 100-YEAR STORM RATIONAL METHOD STUDY CALCULATED BY: DK DATE: FEB 2011 CHECKED BY: DATE: PAGE 1 OF 1 CONC. PT. (MAP AREA) AREA (ACRES) SOIL TYPE DEV. C Tt MIN. Tc MIN. I in/hr Q TOTAL FLOW PATH, FT SLOPE FT/FT V FT/SEC HYDRAULICS AND NOTES CONC. PT. (MAP AREA) SUBAREA TOTAL SOIL TYPE DEV. C Tt MIN. Tc MIN. I in/hr Q TOTAL FLOW PATH, FT SLOPE FT/FT V FT/SEC HYDRAULICS AND NOTES Proposed Area I in/hr A12 0.18 B 0.77 5 7.80 1.08 L=303' H=15.0'Then 427' 107 min A13 0.67 B 0.25 5 7.80 1.31 A14 0.42 B 0.77 5 7.80 2.52 Bl 1.09 B 0.77 5 7.80 6.55 B2 0.24 B 0.77 5 7.80 1.44 B3 0.20 B 0.77 5 7.80 1.20 B4 0.45 B 0.77 5 7.80 2.70 B5 0.06 B 0.77 5 7.80 0.36 B6 0.06 B 0.77 5 7.80 0.36 NOTES: I(t) = from figure 3-1 ; C = 0.77 FROM Table 3-1 (Soil B, Soils Map) RATIONAL METHOD STUDY FORM San Diego County HYDROLOGY MANUAL STUDY NAME: Carlsbad 100-YEAR STORM RATIONAL METHOD STUDY CALCULATED BY: DK DATE: FEB 2011 CHECKED BY: DATE: PAGE 1 OF 1 CONC. PT. (MAP AREA) AREA (ACRES) SOIL TYPE DEV. C Tt MIN. Tc MIN. I in/hr Q TOTAL FLOW PATH, FT SLOPE FT/FT V FT/SEC HYDRAULICS AND NOTES CONC. PT. (MAP AREA) SUBAREA TOTAL SOIL TYPE DEV. C Tt MIN. Tc MIN. I in/hr Q TOTAL FLOW PATH, FT SLOPE FT/FT V FT/SEC HYDRAULICS AND NOTES Proposed Area Cl 8.68 B 0.25 5 7.80 16.93 L=1027' H=89.0' Dl 0.75 0.25 5 7.80 1.46 El 1.74 B 0.87 5 7.80 11.81 E2 0.65 B 0.87 5 7.80 4.41 E3 0.75 B 0.87 5 7.80 5.09 NOTES: I(t) = from figure 3-1 ; C = 0.77 (A&B) FROM Table 3-1 (Soil B, Soils Map) San Diego County HYDROLOGY MANUAL STUDY NAME: Carlsbad 100-YEAR STORM RATIONAL METHOD STUDY CALCULATED BY: DK DATE: FEB 2011 CHECKED BY: DATE: PAGE 1 OF 1 CONC. PT. (MAP AREA) AREA (ACRES) SOIL TYPE DEV. C Tt MIN. Tc MIN. I in/hr Q TOTAL FLOW PATH, FT SLOPE FT/FT V FT/SEC HYDRAULICS AND NOTES CONC. PT. (MAP AREA) SUBAREA TOTAL SOIL TYPE DEV. C Tt MIN. Tc MIN. I in/hr Q TOTAL FLOW PATH, FT SLOPE FT/FT V FT/SEC HYDRAULICS AND NOTES Proposed Area I in/hr Al 0.06 B 0.77 5 7.80 0.36 L=303' H=15.0'Then 427' 107 min A2 0.16 B 0.77 5 7.80 0.96 A3 0.94 B 0.25 5 7.80 1.83 A4 0.04 B 0.77 5 7.80 0.24 A5 0.38 B 0.77 5 7.80 2.28 A6 0.28 B 0.77 5 7.80 1.68 A7 0.21 B 0.77 5 7.80 1.26 A8 0.13 B 0.77 5 7.80 0.78 A9 0.29 B 0.77 5 7.80 1.74 AIO 0.05 B 0.77 5 7.80 0.30 All 0.17 B 0.77 5 7.80 1.02 NOTES: I(t) = from figure 3-1 ; C = 0.77 FROM Table 3-1 (Soil B, Soils Map) RATIONAL METHOD STUDY FORM San Diego County HYDROLOGY MANUAL CONC. PT. (MAP AREA) Proposed Area AREA (ACRES) SUBAREA STUDY NAME: Carlsbad 10-YEAR STORM RATIONAL METHOD STUDY CALCULATED BY: DK CHECKED BY: DATE: FEB 2011 DATE: PAGE 1 OF 1 HYDRAULICS AND NOTES L=303' H=15.0'Then 427' 107 min San Diego County HYDROLOGY MANUAL STUDY NAME: Carlsbad 10-YEAR STORM RATIONAL METHOD STUDY CALCULATED BY: DK DATE: FEB 2011 CHECKED BY: DATE: PAGE 1 OF 1 CONC. PT. (MAP AREA) AREA (ACRES) SOIL TYPE DEV. C Tt MIN. Tc MIN. I in/hr Q TOTAL FLOW PATH, FT SLOPE FT/FT V FT/SEC HYDRAULICS AND NOTES CONC. PT. (MAP AREA) SUBAREA TOTAL SOIL TYPE DEV. C Tt MIN. Tc MIN. I in/hr Q TOTAL FLOW PATH, FT SLOPE FT/FT V FT/SEC HYDRAULICS AND NOTES Proposed Area Cl 8.68 B 0.25 5 5.00 10.85 L=1027' H=89.0' Dl 0.75 0.25 5 5.00 0.94 El 1.74 B 0.87 5 5.00 7.57 E2 0.65 B 0.87 5 5.00 2.83 E3 0.75 B 0.87 5 5.00 3.26 NOTES: l(t) = from figure 3-1 ; C = 0.77 (A&B) FROM Table 3-1 (Soil B, Soils Map) San Diego County HYDROLOGY MANUAL STUDY NAME: Carlsbad 10 -100 YEAR STORM RATIONAL METHOD STUDY CALCULATED BY: DK DATE: FEB 2011 CHECKED BY: DATE: PAGE 1 OF 1 CONC. PT. (MAP AREA) AREA (ACRES) SOIL TYPE DEV. C Tt MIN. Tc MIN. I in/hr Q TOTAL FLOW PATH, FT SLOPE FT/FT V FT/SEC HYDRAULICS AND NOTES CONC. PT. (MAP AREA) SUBAREA TOTAL SOIL TYPE DEV. C Tt MIN. Tc MIN. I in/hr Q TOTAL FLOW PATH, FT SLOPE FT/FT V FT/SEC HYDRAULICS AND NOTES 10 YEAR XI 13.54 B 0.25 5 5.00 16.93 L=1027' H=89.0' X2 1.96 B 0.25 5 5.00 2.45 100 YEAR XI 13.54 B 0.25 5 7.80 26.40 X2 1.96 B 0.25 5 7.80 3.82 NOTES: I(t) = from figure 3-1 ; C = 0.77 (A&B) FROM Table 3-1 (Soil B, Soils Map) Area Drain Pipe Capacities Maximum Area Drain Line Areas Size (In) Max Flow (CSF) Q100(CFS/AC) Max Area (SF) 4 0.18 6 1306.8 6 0.56 6 4065.6 8 1.22 6 8857.3 10 2.17 6 15754.3 12 3.56 6 25845.8 4-INCH.tXt Manning Pipe calculator Given Input Data: Shape Circular Solving for Flowrate Diameter 0.3300 ft Depth 0.3300 ft Slope 0.0100 ft/ft Manning's n 0.0130 Computed Results: Flowrate 0.1853 cfs Area 0.0855 ft2 wetted Area 0.0855 ft2 Wetted Perimeter 1.0367 ft Perimeter 1.0367 ft velocity 2.1663 fps Hydraulic Radius 0.0825 ft Percent Full 100.0000 % Full flow Flowrate 0.1853 cfs Full flow velocity 2.1663 fps Critical information depth 0.3051 ft slope 0.0124 ft/ft Cnti Criti Criti Criti Criti Criti Crit cal cal cal cal cal cal cal velocity 2.9457 fps area 0.0890 ft2 perimeter 0.7986 ft hydraulic radius 0.1114 ft top width 0.3300 ft Specific energy 0.4430 ft Minimum energy 0.4577 ft Froude number 0.8760 Flow condition Subcntical Page 1 6-INCH.tXt Manning Pipe Calculator Given Input Data: Shape Circular Solving for Flowrate Diameter 0.5000 ft Depth 0.5000 ft Slope 0.0100 ft/ft Manning's n 0.0130 Computed Results: Flowrate 0.5611 cfs Area 0.1963 ft2 wetted Area 0.1963 ft2 Wetted Perimeter 1.5708 ft Perimeter 1.5708 ft velocity 2.8577 fps Hydraulic Radius 0.1250 ft Percent Full 100.0000 % Full flow Flowrate 0.5611 cfs Full flow velocity 2.8577 fps Critical Information critical depth 0.4816 ft critical slope 0.0111 ft/ft critical velocity 3.7106 fps critical area 0.2140 ft2 critical perimeter 1.2486 ft Critical hydraulic radius 0.1714 ft critical top width 0.5000 ft Specific energy 0.6967 ft Minimum energy 0.7224 ft Froude number 0.9388 Flow condition Subcritical Page 1 8-INCH.tXt Manning Pipe Calculator Given Input Data: Circular Shape Flowrate solving for 0.6700 ft Diameter 0.6700 ft Depth 0.0100 ft/ft Slope 0.0130 Manning s n computed Results: 1.2246 cfs Flowrate 0.3526 ft2 Area 0.3526 ft2 wetted Area 2 1049 ft wetted Perimeter 2'1049 ft perimeter 3 4734 fps velocity 0.1675 ft Hydraulic Radius 100.0000 % percent Fun .••• 2246 cfs Full flow Flowrate , 4734 Full flow velocity critical information^_^^^^ cal depth Q Q-|^Q2 ft/ft cal slope 4 3g57 fpg cal velocity o'3969 ft2 cal area ft criti criti criti criti Criti criti cal penmener „ 2320 ft _ cal Mraulic radius 0.2320 rt critical top width Q ggQg Specific energy Q 9954 ft Minimum energy 0.9857 Froude number subcritical Flow condition page 10-INCH.tXt Manning Pipe Calculator Given input Data: Circular Shape ••• Flowrate solving for 0.8300 ft Diameter 0.8300 ft Depth 0.0100 ft/ft Slope ... 0.0130 Manning s n computed Results: 2 1677 cfs Flowrate 015411 ft2 Area 0 5411 ft2 wetted Area 2'6075 ft wetted perimeter 2 6075 ft Perimeter 4'.0064 fps velocity . . . • : 0 2075 ft Hydraulic Radius 100.0000 % percent Full ..cyy _fc Full flow Flowrate iQoi'i fps Full flow velocity 4.uub4 rps page 1 12-INCH.txt Manning Pipe Calculator Given Input Data: Shape Circular solving for Flowrate Diameter 1.0000 ft Depth 1.0000 ft Slope 0.0100 ft/ft Manning's n 0.0130 Computed Results: Flowrate 3.5628 cfs Area 0.7854 ft2 Wetted Area 0.7854 ft2 Wetted Perimeter 3.1416 ft Perimeter 3.1416 ft velocity 4.5363 fps Hydraulic Radius 0.2500 ft Percent Full 100.0000 % Full flow Flowrate 3.5628 cfs Full flow velocity 4.5363 fps Page 1 Catch Basin Design Print Form https://asus.4myrebate.coiTi/Document/RebateHTMLReceipt?Trackin... 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UOM It IN CHINA I AS VH22?H P BW5MS/NA 90LW/3101501042R- III UPC iKifi Illli IPCS 4.90KGS 7.40KGS 1111111111111 '"•l0839"77680' EAN 4 1^95431176803^^ S/N; 96LMTF iilliltiiiiiiiiiitfnimiiiiiit SAMPLE IMAGE, Not the actual size IMPORTANT - Envelopes without a proper label may not be delivered and processed. ^ Cur amtusithe hllo\Aiing mailing tabsl io $tnd your («dsw Rebate Processing Offer*: ASU-10540 P.O. Box 129331 San Diego, CA 92112-9331 I ofl 11/17/2011 12:24 PM • C&V Consulting, Inc CATCH BASIN CALCULATION Sump 2cfs/lf Per Chpt 5 City Design Page 3 of 5 By: DK Q=0.7*L(a+y)"3/2 Date: FEB 2011 a=2", y=6"or 8" per plan L=width of opening Page: 1 of 1 CATCH BASIN NO. Sta Street DEVICE CONDTION STREET SLOPE (%) STREET DEPTH (FT) CBB. QIC (CFS) C.BB QIOO (CFS) Calc Width (Min) Calc Area (Min) Notes Line Min. Opening (FT) 1 0+12.41 Skimmer CB 5.60 0.20 1.53 2.39 6.4 NON SUMP Line A 7 2 0+42.33 Skimmer CB 5.60 0.14 0.65 1.02 2.7 NON SUMP Line A-1 5 3 11+40.71 Rocket Lane CB 1.00 0.17 1.12 1.75 0.9 SUMP Lat A-2B 4 4 230+65.99 El Camino CB 5.80 0.27 7.57 11.81 22.3 NON SUMP Line A 24 5 0+81.27 Skimmer CB 1.00 0.08 0.15 0.23 0.6 NON SUMP Line A-3 4 6 11+62.18 Skimmer CB 1.23 0.20 1.73 2.70 1.3 SUMP Line B-3 4 7 0+33.5 Skimmer CB 0.84 0.29 4.20 6.55 3.3 SUMP Line B-2 4 8 0+17.4 Mustard Area Drain 1.00 0.25 0.23 0.36 1X1 SUMP Line A-5 2x2 9 0+58.1 Mustard Area Drain 1.00 0.25 0.62 0.97 1X1 SUMP Line A-4 2x2 10 0+64.21 Arroyo Willow Area Drain 1.00 0.25 0.19 0.30 1X1 SUMP Line A-1 2x2 11 0+52.7 Skimmer Area Drain 1.00 0.25 1.62 2.53 1.25X1.25 SUMP Line A-1 2x2 12 0+29.91 Brass Buttons CB 1.64 0.16 0.92 1.44 0.7 SUMP Line B-4 4 13 1+34.5 Dove Lane Area Drain 1.00 0.25 0.23 0.36 1X1 SUMP Line B-1 2x2 14 1+39 Dove Lane Area Drain 1.00 0.25 0.23 0.36 1X1 SUMP Line B-1 2x2 15 10+47.57 Skimmer CB 1.00 0.19 1.46 2.28 6.1 NON SUMP Line A-6 7 16 10+10.16 Skimmer CB 1.00 0.19 1.08 1.68 4.5 NON SUMP Line A-7 6 CB-1.txt Channel Calculator Given input Data: Shape Trapezoidal Solving for Depth of Flow Flowrate 2.3900 cfs Slope 0.0100 ft/ft Manning's n 0.0130 Height 0.5000 ft Bottom width 0.0833 ft Left slope 0.0200 ft/ft (v/H) Right slope 1.0000 ft/ft (V/H) Computed Results: Depth 0.1951 ft velocity 2.4222 fps Full Flowrate 29B0109 cfs Flow area OB9867 ft2 Flow perimeter 10B 1152 ft Hydraulic radius OB0975 ft Top width 10B0324 ft Area 6.4166 ft2 Perimeter 25B7954 ft Percent full 39B0162 % Criti Criti criti Criti criti Criti criti Speci Critical Information cal depth OB2209 ft cal slope 0.0052 ft/ft cal velocity 1B8922 fps cal area 1B2631 ft2 cal perimeter 11.4447 ft cal hydraulic radius 0.1104 ft cal top width 11B3510 ft fic energy OB2863 ft Minimum energy OB3314 ft Froude number 1B3617 Flow condition Supercritical Page 1 CB-2.txt channel Calculator Given Input Data: Shape Trapezoidal Solving for Depth of Flow Flowrate 1.0200 cfs Slope 0.0100 ft/ft Manning's n 0.0130 Height 0.5000 ft Bottom width 0.0833 ft Left slope 0.0200 ft/ft (v/H) Right slope 1.0000 ft/ft (v/H) Computed Results: Depth 0.1413 ft velocity 1.9578 fps Full Flowrate 29.0109 cfs Flow area 0.5210 ft2 Flow perimeter 7.3503 ft Hydraulic radius 0.0709 ft Top width 7.2903 ft Area 6.4166 ft2 Perimeter 25.7954 ft Percent full 28.2628 % Critical information Critical depth 0.1567 ft Critical slope 0.0058 ft/ft Critical velocity 1.5959 fps Critical area 0.6392 ft2 Critical perimeter 8.1412 ft Critical hydraulic radius 0.0785 ft critical top width 8.0747 ft Specific energy 0.2009 ft Minimum energy 0.2350 ft Froude number 1.2911 Flow condition Supercritical Page 1 CB-3.txt channel Calculator Given input Data: Shape Trapezoidal Solving for Depth of Flow Flowrate 1.7500 cfs Slope 0.0100 ft/ft Manning's n 0.0130 Height 0.5000 ft Bottom width 0.0833 ft Left slope 0.0200 ft/ft (V/H) Right slope 1.0000 ft/ft (V/H) Computed Results: Depth 0.1734 ft velocity 2.2407 fps Full Flowrate 29.0109 cfs Flow area 0.7810 ft2 Flow perimeter 8.9994 ft Hydraulic radius 0.0868 ft Top width 8.9259 ft Area 6.4166 ft2 Perimeter 25.7954 ft Percent full 34.6768 % Critical Information Critical depth 0.1948 ft critical slope 0.0054 ft/ft critical velocity 1.7778 fps critical area 0.9844 ft2 Critical perimeter 10.1032 ft Critical hydraulic radius 0.0974 ft Critical top width 10.0206 ft Specific energy 0.2514 ft Minimum energy 0.2923 ft Froude number 1.3354 Flow condition Supercritical Page 1 CB-4.txt Channel Calculator Given Input Data: Shape Trapezoidal Solving for Depth of Flow Flowrate 11.8100 cfs Slope 0.0454 ft/ft Manning's n 0.0130 Height 0.5000 ft Bottom width 0.0833 ft Left slope 0.0200 ft/ft (v/H) Right slope 1.0000 ft/ft (V/H) Computed Results: Depth 0.2680 ft velocity 6.3690 fps Full Flowrate 61.8143 cfs Flow area 1.8543 ft2 Flow perimeter 13.8667 ft Hydraulic radius 0.1337 ft Top width 13.7530 ft Area 6.4166 ft2 Perimeter 25.7954 ft Percent full 53.6065 % Critical Information Critical depth 0.4201 ft Critical slope 0.0042 ft/ft Critical velocity 2.6045 fps Critical area 4.5344 ft2 Critical perimeter 21.6844 ft Critical hydraulic radius 0.2091 ft critical top width 21.5062 ft Specific energy 0.8984 ft Minimum energy 0B6301 ft Froude number 3.0580 Flow condition Supercritical Page 1 CB-5.txt Channel Calculator Given Input Data: . Shape Trapezoidal solving for Depth of Flow Flowrate 0.2300 cfs Slope 0.0100 ft/ft Manning's n 5"9iI5 JZ Height 0.5000 ft Bottom width 0.0833 tt , , . Left slope 0.0200 ft/ft (V/H) Right slope 1.0000 ft/ft (V/H) Computed Results: ^ ^ Depth 0.0801 ft velocity 1.3491 fps Full Flowrate 29.0109 cfs Flow area OB 1705 ft2 Flow perimeter 4.2049 ft Hydraulic radius O-O^OS ft Top width 4.1709 ft Area 6.4166 ft2 Perimeter ^^-l^li Percent full 16B0300 % Critical information critical depth 0.0856 ft critical slope 0B0071 ft/ft critical velocity 1.1847 fps critical area ^-^f^i t^^ Critical perimeter 4.4872 ft Critical hydraulic radius 0.0433 ft critical top width 4.4508 ft Specific energy V~ Minimum energy 0.1285 ft Froude number 1.1764 Flow condition Supercritical Page 1 CB-6.txt channel Calculator Given Input Data: . Shape Trapezoidal solving for Depth of Flow Flowrate 2.7000 cfs Slope 0.0100 ft/ft Manning's n 0.0130 Height 0.5000 ft Bottom width 0.0833 ft Left slope 0.0200 ft/ft (v/H) Right slope 1.0000 ft/ft (v/H) computed Results: , ^ Depth 0.2043 ft velocity 2.4972 fps Full Flowrate 29.0109 cfs Flow area 1.0812 ft2 Flow perimeter 10.5886 ft Hydraulic radius 0.1021 ft Top width 10.5019 ft Area 6 B 4166 ft2 Perimeter 25.7954 ft Percent full 40.8572 % Critical Information critical depth 0.2321 ft critical slope 0.0051 ft/ft critical velocity 1.9389 fps critical area 1.3926 ft2 Critical perimeter 12B0168 ft Critical hydraulic radius 0.1159 ft critical top width 11.9184 ft Specific energy 0.3012 ft Minimum energy 0.3481 ft Froude number 1.3721 Flow condition Supercritical Page 1 CB-7.txt Channel Calculator Given Input Data: Shape Trapezoidal Solving for Depth of Flow Flowrate 6.5500 cfs Slope 0.0100 ft/ft Manning's n OB0130 Height 0.5000 ft Bottom width 0.0833 ft Left slope 0.0200 ft/ft (v/H) Right slope 1.0000 ft/ft (V/H) Computed Results: Depth 0.2855 ft Velocity 3B1166 fps Full Flowrate 29B0109 cfs Flow area 2.1017 ft2 Flow perimeter 14.7628 ft Hydraulic radius 0B1424 ft Top width 14.6417 ft Area 6.4166 ft2 Perimeter 25.7954 ft Percent full 57B0916 % Critical Information ieal depth OB3315 ft ieal slope OB0045 ft/ft ieal velocity 2.3149 fps ieal area 2.8295 ft2 ieal perimeter 17.1294 ft ieal hydraulic radius OB 1652 ft ieal top width 16B9888 ft ific energy 0.4364 ft Minimum energy OB4972 ft Froude number 1B4502 Flow condition Supercritical Criti Criti crit crit crit crit criti Speci Page I CB-12.txt channel Calculator Given Input Data: Shape Trapezoidal Solving for Depth of Flow Flowrate 1.4400 cfs Slope 0.0100 ft/ft Manning's n 0.0130 Height 0.5000 ft Bottom width 0.0833 ft Left slope 0.0200 ft/ft (V/H) Right slope 1.0000 ft/ft (V/H) Computed Results: Depth 0.1610 ft velocity 2.1341 fps Full Flowrate 29.0109 cfs Flow area 0.6748 ft2 Flow perimeter 8.3649 ft Hydraulic radius 0.0807 ft Top width 8.2966 ft Area 6.4166 ft2 Perimeter 25.7954 ft Percent full 32.2090 % Critical Information Critical depth 0.1801 ft critical slope 0.0055 ft/ft critical velocity 1.7098 fps critical area 0.8422 ft2 Critical perimeter 9.3452 ft Critical hydraulic radius 0.0901 ft critical top width 9.2688 ft Specific energy 0.2318 ft Minimum energy 0.2702 ft Froude number 1.3192 Flow condition Supercritical Page 1 CB-15.txt channel Calculator Given Input Data: . , . Shape Trapezoidal solving for Depth of Flow Flowrate 2.2800 cfs Slope 0.0100 ft/ft Manning's n 9"91„9 Height 0.5000 ft Bottom width 9"9?5« ^ /x Left slope 0.0200 ft/ft (V/H) Right slope'::::::::.: i.oooo ft/ft (V/H) computed Results: Deoth 0.1916 ft Velocity 2.3939 fps Full Flowrate 29 0109 cfs Flow area 0.9524 ft2 Flow perimeter Snf9 Hydraulic radius 9-9?5, V- Top width 9.8567 ft Area 6.4166 rtz perimeter ::: 25.7954 ft Percent full 38.3272 % Critical information critical depth 0.2168 ft critical slope 0.0052 ft/ft critical velocity I'VAI, critical area ,i ioTn critical perimeter „o, £ critical hydraulic radius 0.1083 rt critical top width 11.1390 ft specific energy 9-3O?T ll Minimum energy ^'ii^i Froude number 1.3577 Flow condition Supercritical Page 1 CB-16.txt channel Calculator Given input Data: Shape Trapezoidal Solving for Depth of Flow Flowrate 1.6800 cfs Slope 0.0100 ft/ft Manning's n 0.0130 Height 0.5000 ft Bottom width 0.0833 ft Left slope 0.0200 ft/ft (V/H) Right slope 1.0000 ft/ft (v/H) Computed Results: Depth 0.1707 ft velocity 2.2179 fps Full Flowrate 29.0109 cfs Flow area 0.7575 ft2 Flow perimeter 8.8627 ft Hydraulic radius 0.0855 ft Top width 8.7903 ft Area 6.4166 ft2 Perimeter 25.7954 ft Percent full 34.1450 % Critical Information depth 0.1917 ft slope 0.0054 ft/ft velocity 1.7633 fps area 0.9527 ft2 perimeter 9.9396 ft hydraulic radius 0.0959 ft top width 9.8583 ft energy 0.2472 ft Critical Critical Critical Critical Critical Critical Critical Specific Minimum energy 0.2875 ft Froude number 1.3320 Flow condition Supercritical Page 1 I 0 a c 3 4 I OBS o.c OS 0B4 0.1 02 CUR8 W 1 A •OEM OKNIHC AMCA P«2W<fL (WITH CURB) r«Z(W^C) (WITHOUT CURB) ' ' Itl. I 1 I S 4 9 S B 10 20 3 0 40 90 «0 GRATE INLET CAPACITY IN SUMP CONOmONS (Table assumes no clogging.) 5-51 Figure 5-18 WSPG Hydraulic Analysis Printouts ^A^e^ LIME 1^ ^<tc{^^(mC FILE: cven-OOl-a.wsw cven-OOl-a.OUT W s P G W - CIVILDESIGN Version 14.06 Program Package Serial Number: 1796 WATER SURFACE PROFILE LISTING LINE A 100 YEAR EVENT PAGE 1 Date:10-19-2011 Time:10: 8:56 HYDRAULIC JUMP Station Invert El ev Depth (FT) water Elev Q (CFS) Vel (FPS) Vel Head Energy Grd.El. 1 Super 1 Elev Critical Depth Flow Top Width Height/ Dia.-FT Base Wtj or I.D.i ZL |No wth i Prs/Pip L/Elem Ch Slope ******** ********* ******* ** ***** **, SF Ave HF ********* |SE Dpth ******* Froude N ***Vr**** Norm Dp "N" X-Fal 1 1 ^ ZR irype ch 1004 310 182.000 6.000 188.000 29. 41 5. 99 .56 188.56 .00 1 85 .00 2.500 .000 .00 1 .0 20 410 .0206 .0051 .10 6.00 .00 1.25 .013 .00 .00 PIPE 1024 720 182.420 5.685 188.105 29. 41 5. 99 .56 188.66 .00 1 85 .00 2.500 .000 .00 1 .0 3UNCT STR .1000 .0077 .03 .00 00 .013 .00 .00 PIPE 1028 720 182.820 5.311 188.131 22. 94 7. 30 .83 188.96 .00 1 70 .00 2.000 .000 .00 1 .0 30 150 .0604 .0103 .31 .00 .00 .90 .013 .00 .00 PIPE 1058 870 184.640 3.954 188.594 22. 94 7. 30 .83 189.42 .00 1 70 .00 2.000 .000 .00 1 .0 12 816 .0100 .0103 .13 3.95 .00 1.66 .013 .00 .00 PIPE 1071 686 184.768 3.954 188.723 22. 94 7. 30 .83 189.55 .00 1 70 .00 2.000 .000 .00 1 .0 1071 686 184.768 .791 185 559 22 94 19 86 6.12 191 68 .00 1.70 1 96 2.000 .000 .00 1 .0 1 805 .0100 .0958 17 .79 4.55 1 66 .013 .00 .00 PIPE 1073 490 184.786 .785 185 571 22 94 20 06 6.25 191 82 .00 1.70 1 95 2.000 .000 .00 1 .0 6 359 .0100 .1040 66 .78 4.62 1 66 .013 .00 .00 PIPE 1079 850 184.850 .757 185 607 22 94 21 04 6.87 192 48 .00 1.70 1 94 2.000 .000 .00 1 .0 JUNCT STR .0375 .1143 46 .76 4.95 .013 .00 .00 PIPE 1083 850 185.000 .745 185 745 22 94 21 52 7.19 192 93 .00 1.70 1 93 2.000 .000 .00 1 .0 1 404 .0101 .1197 17 .74 5.11 1 65 .013 .00 .00 PIPE FILE: cven-OOl-a.WSW W S P G w - CIVILDESIGN Version 14.06 Program Package Serial Number: 1796 WATER SURFACE PROFILE LISTING LINE A 100 YEAR EVENT PAGE Date:10-19-2011 Time:10: 8:56 Station Invert Elev L/Elem ich Slope ',-******Vr* I ********* I Depth (FT) Water Elev ;.************************* Vel Vel (FPS) Head -I- SF Ave ******* I ******* Q (CFS) Energy Grd.El. HF ********* Super [Critical I Flow Top | Hei ght/| Base wt Elev I Depth i width Dia.-FTior I.D. -I- -I- - - -I- SE DpthIFroude NiNorm Dp "N" i X-Fall ******* I ******** I ******** I ******* I *Vf***** llli ZL ZR I NO wth i Prs/Pi p irype Ch I ******* Page 1 1085.254 185.014 2.881 .3679 ? FILE: cven-OOl-a.WSW .739 185.753 22.94 21.77 cven-OOl-a.OUT 7.36 193.11 .00 1.70 1.93 2.000 5 916 .0101 .1302 77 .74 5.19 1 65 .013 .00 .00 PIPE 1091 170 185.074 .713 185 787 22 94 22 83 8.09 193 88 .00 1.70 1 92 2.000 .000 .00 1 .0 5 672 .0101 .1485 84 .71 5.56 1 65 .013 .00 .00 PIPE 1096 841 185.132 .689 185 820 22 94 23 94 8.90 194 72 .00 1.70 1 90 2.000 .000 .00 1 .0 5 439 .0101 .1695 92 .69 5.94 1 65 .013 .00 .00 PIPE 1102 281 185.187 .665 185 852 22 94 25 11 9.79 195 64 .00 1.70 1 88 2.000 .000 .00 1 .0 5 219 .0101 .1934 1 01 .66 6.36 1 65 .013 .00 .00 PIPE 1107 500 185.240 .642 185 882 22 94 26 34 10.77 196 65 .00 1.70 1 87 2.000 .000 .00 1 .0 1 505 .3679 .2034 31 .64 6.80 55 .013 .00 .00 PIPE 1109 005 185.794 .647 186 441 22 94 26 07 10.56 197 00 .00 1.70 1 87 2.000 .000 .00 1 .0 5 209 .3679 .1881 98 .65 6.70 55 .013 .00 .00 PIPE 1114 214 187.710 .670 188 380 22 94 24 86 9.60 197 98 .00 1.70 1 89 2.000 .000 .00 1 .0 4 178 .3679 .1648 69 .67 6.27 55 .013 .00 .00 PIPE 1118 393 189.247 .694 189 941 22 94 23 70 8.72 198 66 .00 1.70 1 90 2.000 .000 .00 1 .0 3 438 .3679 .1444 50 .69 5.86 55 .013 .00 .00 PIPE 1121 831 190.512 .718 191 230 22 94 22 60 7.93 199 16 .00 1.70 1 92 2.000 .000 .00 1 .0 .1266 .36 .72 W S P G W - CIVILDESIGN Version 14.06 Program Package serial Number: 1796 WATER SURFACE PROFILE LISTING LINE A 100 YEAR EVENT 5.48 .55 .013 .000 .00 .00 .00 .0 PIPE PAGE Date:10-19-2011 Time:10: 8:56 it* A *«• Vr*Vr ********** A **VfA*AVrA***A*Vi it ********** il fc****** ************************* ************** ***•* station Invert Elev Depth (FT) water Elev Q (CFS) vel (FPS) vel Head Energy Grd.El. 1 Super 1 Elev Critical Depth Flow Top (Height/ width ioia.-FT Base Wt or I.D. ZL NO wth Prs/Pip L/Elem ******** Ch slope ******** ********* ******** * ***Vf*** SF Ave ******* HF jSE Dpth Froude N ******** Norm Dp ******** 1 "N" 1 ******* X-Fall ZR ***** Type Ch 1124.712 191.572 .744 192.316 22.94 21.55 7.21 199.53 i .00 1.70 1.93 1 2.000 .000 .00 1 .0 2.447 .3679 _ .1110 .27 .74 5.12 .55 .013 .00 .00 PIPE 1127.160 192.473 .771 193.243 22.94 20.54 6.55 199.80 1 .00 1 1.70 1.95 1 2.000 .000 .00 1 .0 2.100 .3679 _ .0974 .20 .77 4.78 .55 .013 .00 .00 PIPE 1129.260 193.245 .799 194.044 22.94 19.59 5.96 200.00 1 .00 1.70 1.96 j 2.000 .000 .00 1 .0 1.815 .3679 .0855 .16 .80 1 4.46 .55 .013 .00 .00 PIPE 1131.075 193.913 .828 194.741 22.94 18.68 5.42 200.16 1 .00 1.70 1.97 2.000 .000 .00 1 .0 Page 2 cven-OOl-a.OUT 1 578 .3679 .0751 12 .83 4.17 55 .013 .00 .00 PIPE 1132 652 194.493 .858 195 351 22 94 17 81 4.92 200 28 .00 1.70 1 98 2.000 .000 .00 1 .0 1 378 .3679 .0659 09 .86 3.89 55 .013 .00 .00 PIPE 1134 030 195.000 .890 195 890 22 94 16 98 4.48 200 37 .00 1.70 1 99 2.000 .000 .00 1 .0 JUNCT STR .1000 .0913 46 .89 3.63 .013 .00 .00 PIPE 1139 030 195.500 .672 196 172 19 16 20 66 6.63 202 80 .00 1.57 1 89 2.000 .000 .00 1 .0 1 931 .1346 .1205 23 .67 5.20 65 .013 .00 .00 PIPE 1140 961 195.760 .673 196 433 19 16 20 62 6.60 203 03 .00 1.57 1 89 2.000 .000 .00 1 .0 26 345 .1346 .1128 2 97 .67 5.18 65 .013 .00 .00 PIPE 1167 307 199.307 .697 200 004 19 16 19 66 6.00 206 01 .00 1.57 1 91 2.000 .000 .00 1 .0 14 545 .1346 .0988 1 44 .70 4.85 65 .013 .00 .00 PIPE ? FILE: cven-OOl-a.WSW W S P G W - CIVILDESIGN Version 14.06 Program Package Serial Number: 1796 WATER SURFACE PROFILE LISTING PAGE 4 Date:10-19-2011 Time:10: 8:56 LINE A 100 YEAR EVENT **************** !r**************************** Station L/Elem Invert | Depth | water Elev (FT) Elev Ch slope Q (CFS) vel (FPS) vel I Energy Head Grd.El. SF Ave HF 1181 851 201.265 .722 201 987 19 16 18 .74 5.46 207 44 .00 1.57 1 92 2.000 .000 9 796 .1346 .0866 85 .72 4.53 65 .013 .00 1191 647 202.584 .748 203 332 19 16 17 87 4.96 208 29 .00 1.57 1 94 2.000 .000 7 230 .1346 .0760 55 .75 4.23 65 .013 .00 1198 877 203.557 .775 204 332 19 16 17 04 4.51 208 84 .00 1.57 1 95 2.000 .000 5 618 .1346 .0667 37 .77 3.95 65 .013 .00 1204 494 204.313 .803 205 116 19 16 16 25 4.10 209 22 .00 1.57 1 96 2.000 .000 4 511 .1346 .0585 26 .80 3.69 65 .013 .00 1209 005 204.921 .832 205 753 19 16 15 49 3.73 209 48 .00 1.57 1 97 2.000 .000 3 703 .1346 .0514 19 .83 3.45 65 .013 .00 1212 708 205.419 .863 206 282 19 16 14 77 3.39 209 67 .00 1.57 1 98 2.000 .000 3 085 .1346 .0451 14 .86 3.22 65 .013 .00 1215 792 205.835 .895 206 729 19 16 14 08 3.08 209 81 .00 1.57 1 99 2.000 .000 Super Elev SE Dpth Critical Depth Froude N Flow Top width Norm Dp ******** Height/ Dia.-FT "N" Base Wt or I.D. X-Fall ZL ZR ***** .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ******** No wth Prs/Pi p Type Ch ******* 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 .0 .0 Page 3 2.598 I .1346 I 1218.390 206.184 I •I-2.202 I 1220.592 •I- .928 207.112 .1346 I 206.481 •I- I 19.16 13.43 cven-OOl-a.OUT .0397 .10 I .963 207.444 I 1.874 .1346 ? FILE: cven-OOl-a.WSW •I-•I- 19.16 12.80 •I- 2.80 -I .0349 I 2.55 209.91 .89 I .00 •I- .08 209.99 I- .93 I .00 3.00 1.57 2.80 1.57 .0307 .06 .96 W S P G W - CIVILDESIGN Version 14.06 Program Package Serial Number: 1796 WATER SURFACE PROFILE LISTING LINE A 100 YEAR EVENT 2.61 65 .013 1 I .00 .00 PIPE 1 1 99 1 1 2.000 1 .000 .00 1 1 1 .0 65 1 1 .013 1 1 .00 .00 1 - PIPE 1 2 00 1 1 2.000 j .000 .00 1 1 1 .0 65 1 1 .013 .00 .00 1 PIPE PAGE Date:10-19-2011 Time:10: 8:56 ^ ****** V t********* t************************************************** Station L/Elem t******* Invert Elev Ch slope 1222.466 206.733 Depth (FT) Water El ev Q (CFS) .999 207.732 ********* 19.16 1, 1224, 1. 1225, 1, 1226. 599 065 363 428 157 585 .977 1227.563 .816 1228.379 .670 1229.049 .538 1229.587 .414 001 1230. ¥ FILE: .1346 206.948 .1346 207.132 .1346 207.288 .1346 207.419 .1346 207.529 .1346 207.619 .1346 207.692 .1346 207.747 1.038 1.078 1.120 1.165 1.212 1.262 1.315 1.372 296 .1346 cven-OOl-a.WSW 207.986 208.210 208.408 208.584 208.741 208.881 209.007 209.120 19.16 19.16 19.16 19.16 19.16 19.16 19.16 19.16 Vel (FPS) vel Head 12.21 11.64 11.10 10.58 10.09 9.62 9.17 8.74 8.34 SF Ave Energy Grd.El. HF ********* 2.31 210.05 Super Elev .0270 2.10 .0238 1.91 .0210 1.74 .0186 1.58 .0164 1.44 .0145 1.31 .0129 1.19 .0115 1.08 .04 210.09 .03 210.12 .02 210.15 .02 210.16 .01 210.18 .01 210.19 .01 210.19 .00 210.20 SE Dpth ******* .00 1.00 .00 1.04 .00 1.08 .00 1.12 .00 1.16 .00 1.21 .00 1.26 .00 1.32 .00 Critical Depth LINE A .0102 .00 1.37 W S P G w - CIVILDESIGN Version 14.06 Program Package Serial Number: 1796 WATER SURFACE PROFILE LISTING Page 4 Froude N ******** 1.57 2.43 1.57 2.26 1.57 2.10 1.57 1.95 1.57 1.81 1.57 1.68 1.57 1.55 1.57 1.43 1.57 1.32 Flow Top width Norm Dp ******** 2.00 .65 2.00 .65 1.99 .65 1.99 .65 1.97 .65 1.95 .65 1.93 .65 1.90 .65 1.86 Height/ Dia.-FT "N" ******* 2.000 .013 2.000 .013 2.000 .013 2.000 .013 2.000 .013 2.000 .013 2.000 .013 2.000 .013 2.000 Base wt or I.D. X-Fall .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 ZL ZR .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ******* No wth Prs/Pip Type Ch ******* 0 1 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 .65 .013 Date:10-19-2011 Time:10: 8:56 .00 .00 PIPE PAGE 6 100 YEAR EVENT cven-OOl-a.OUT 1-********* t********* t******************* I Invert Station Elev L/Elem !r******* Ch Slope ********* 1230.297 207.787 .181 1230.478 .062 1230.540 JUNCT STR 1234.540 17.263 1251.803 23.517 1275.320 JUNCT STR 1279.320 51.530 1330.850 JUNCT STR 1334.850 .1346 207.812 .1346 207.820 .0050 207.840 .0050 207.926 .0050 208.044 .0315 208.170 .0050 208.430 .1000 208.830 Depth (FT) water Elev ******* 1.434 1.500 1.574 1.661 1.757 1.826 2.200 2.172 1.074 16.282 .0165 ¥ FILE: cven-OOl-a.WSW Q (CFS) 209.221 ********* 19.16 209.312 209.394 209.501 209.684 209.870 210.370 210.602 209.904 19.16 19.16 19.16 19.16 19.16 15.20 15.20 13.13 vel (FPS) vel Head 7.95 7.58 7.22 6.87 6.55 6.37 4.84 4.84 9.70 SF Ave ******* Energy Grd.El. HF .98 210.20 .0091 .89 .0082 .81 .0074 .73 .0067 .67 .0064 .63 .0054 .36 .0045 .36 1.46 .00 210.20 .00 210.20 .03 210.23 .12 210.35 .15 210.50 .02 210.73 .23 210.97 211.36 Super Elev SE Dpth ******* .00 Critical Depth Froude^ N 1.57 Flow Top Width Norm Dp ******** 1.80 Height/ Dia.-FT "N" ******* 2.000 1.43 .00 1.50 .00 1.69 .05 1.71 .04 1.80 .00 1.83 .00 2.20 .00 .00 .00 .0222 .36 1.07 w s P G w - CIVILDESIGN Version 14.06 Program Package Serial Number: 1796 WATER SURFACE PROFILE LISTING LINE A 100 YEAR EVENT 1.21 1.57 1.11 1.57 1.00 1.57 .89 1.57 .77 1.57 .69 1.41 .00 1.41 .00 1.36 1.71 .65 1.73 .65 1.64 1.50 2.00 1.31 2.00 1.13 .00 1.55 .00 1.35 1.20 .013 2.000 .013 2.000 .013 2.000 .013 2.000 .013 2.000 .013 2.000 .013 2.000 .013 1.500 .013 Base wt or I.D. X-Fall .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 ZL ZR .00 ******** NO wth Prs/Pip Type Ch ******* .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE PAGE 7 Date:10-19-2011 Time:10: 8:56 ******************************** t ******************************************************************** Vf*i-A****** *** I invert Station Elev L/Elem Ch slope ********* :***** I ******* I 1351.132 209.098 1.031 210.129 Depth (FT) water | Q Elev (CFS) I Vel (FPS) Vel Head SF Ave r I ******* Energy Grd.El. HF I-13.965 I .0165 •I-•I-•I-13.13 10.14 1.60 211.73 Super (Critical I Flow Top Elev i Depth i width •I-•I- SE Dpth .00 .0249 .35 •I- Froude NiNorm Dp I 1.36 1.39 Height/1 Base wt| Dia.-FT or I.D. i N 1.500 •I- I 1.03 1.85 •I-1.20 .013 .00 Page 5 I NO wth ZL i Prs/Pip X-Falli ZR iType ch I I .000 .00 1 .0 .00 PIPE cven-OOl-a.OUT 1365 097 209.329 .988 210 316 13 13 10 64 1.76 212 07 .00 1.36 1 42 1.500 .000 .00 1 .0 11 817 .0165 .0280 33 .99 2.01 1 20 .013 .00 .00 PIPE 1376 913 209.523 .948 210 471 13 13 11 16 1.93 212 40 .00 1.36 1 45 1.500 .000 .00 1 .0 10 344 .0165 .0315 33 .95 2.18 1 20 .013 .00 .00 PIPE 1387 257 209.694 .910 210 604 13 13 11 70 2.13 212 73 .00 1.36 1 47 1.500 .000 .00 1 .0 9 258 .0165 .0356 33 .91 2.36 1 20 .013 .00 .00 PIPE 1396 515 209.846 .875 210 721 13 13 12 27 2.34 213 06 .00 1.36 1 48 1.500 .000 .00 1 .0 8 421 .0165 .0403 34 .87 2.54 1 20 .013 .00 .00 PIPE 1404 936 209.985 .841 210 826 13 13 12 87 2.57 213 40 .00 1.36 1 49 1.500 .000 .00 1 .0 7 737 .0165 .0456 35 .84 2.74 1 20 .013 .00 .00 PIPE 1412 673 210.113 .809 210 922 13 13 13 50 2.83 213 75 .00 1.36 1 50 1.500 .000 .00 1 .0 7 178 .0165 .0517 37 .81 2.95 1 20 .013 .00 .00 PIPE 1419 851 210.231 .779 211 010 13 13 14 16 3.11 214 12 .00 1.36 1 50 1.500 .000 .00 1 .0 6 698 .0165 .0586 39 .78 3.17 1 20 .013 .00 .00 PIPE 1426 549 210.341 .750 211 092 13 13 14 85 3.42 214 52 .00 1.36 1. 50 1.500 .000 .00 1 .0 6 285 .0165 .0666 42 .75 3.41 1. 20 .013 .00 .00 PIPE ¥ FILE: cven-OOl-a.WSW W S P G w - CIVILDESIGN Version 14.06 Program Package Serial Number: 1796 WATER SURFACE PROFILE LISTING LINE A 100 YEAR EVENT PAGE Date:10-19-2011 Time:10: 8:56 ********************** Station Invert Elev Depth (FT) water Elev Q (CFS) vel (FPS) Vel ( Head 1 Energy Grd.El. ( Super i Elev Critical Depth Flow Top Width Height/ Dia.-FT Base Wt or I.D. ZL No Wth Prs/Pip L/Elem Ch Slope SF Ave( HF (SE Dpth Froude N Norm Dp "N" X-Fall ZR Type Ch Ch Slope * 1 "1 " " " " " ******* 1432 834 210.445 .723 211.168 13. 13 15.57 3.77 214 93 .00 1.36 1 50 1.500 .000 .00 1 .0 5 919 _ .0165 .0757 45 .72 3.66 1 20 .013 .00 .00 PIPE 1438 753 210.542 .697 211.239 13. 13 16.33 4.14 215 38 .00 1.36 1 50 1.500 .000 .00 1 .0 5 595 .0165 .0860 48 .70 3.93 1 20 .013 .00 .00 PIPE 1444 348 210.635 .672 211.307 13. 13 17.13 4.56 215 86 .00 1.36 1 49 1.500 .000 .00 1 .0 5 302 .0165 .0979 52 .67 4.21 1 20 .013 .00 .00 PIPE 1449 650 210.722 .648 211.370 13. 13 17.97 5.01 216 38 .00 1.36 1 49 1.500 .000 .00 1 .0 5 037 1 .0165 .1114 56 .65 4.51 1 20 .013 .00 .00 PIPE 1454 688 210.805 .625 211.430 13. 13 18.84 5.51 216 94 .00 1.36 1 48 1.500 .000 .00 1 .0 Page 6 cven-OOl-a.OUT 4 794 .0165 .1269 61 .62 4.84 1 20 .013 .00 .00 PIPE 1459 481 210.884 .603 211 487 13 13 19 76 1 6.06 217 55 .00 1.36 1 47 1.500 .000 .00 1 .0 4 570 .0165 .1446 66 .60 5.18 1 20 .013 .00 .00 PIPE 1464 051 210.959 .582 211 541 13 13 20 73 1 6.67 218 21 .00 1.36 1 46 1.500 .000 .00 1 .0 4 362 .0165 .1648 72 .58 5.55 1 20 .013 .00 .00 PIPE 1468 413 211.031 .562 211 593 13 13 21 74 1 7.34 218 93 .00 1.36 1 45 1.500 .000 .00 1 .0 4 167 .0165 1 .1879 78 .56 5.94 1 20 .013 .00 .00 PIPE 1472 580 211.100 .542 211 642 13 13 22 80 1 _ 8.07 219 71 .00 1.36 1 44 1.500 .000 .00 1 .0 JUNCT STR .1250 .2604 1 04 .54 6.36 .013 .00 .00 PIPE FILE: cven-OOl-a.WSW w s P G w - CIVILDESIGN Version 14.06 Program Package Serial Number: 1796 WATER SURFACE PROFILE LISTING LINE A 100 YEAR EVENT PAGE 9 Date:10-19-2011 Time:10: 8:56 station L/Elem fe******** 1476.580 1.777 1478.357 10.764 1489.121 6.879 1496.000 4.573 1500.573 3.890 1504.462 3.101 1507.563 2.540 1510.103 Invert Elev Ch Slope ********* 211.600 .3836 212.282 .3836 216.411 .3836 219.050 .3839 220.806 .3839 222.299 .3839 223.490 .3839 224.465 *********** Depth (FT) water Elev .453 .455 .471 .488 .503 .521 .540 .559 212.053 212.737 216.882 219.538 221.309 222.820 224.029 225.024 Q (CFS) t****** 11.81 11.81 11.81 11.81 11.81 11.81 11.81 11.81 t************************ vel vel (FPS) Head !f****************** ******** ******* 26.23 26.08 24.86 23.71 22.71 21.65 20.64 19.68 SF Ave ******* Energy Grd.El. HF 10.68 222.73 .57 223.30 3.19 226.48 1.78 228.26 1.04 229.31 .78 230.10 .55 230.65 .39 231.04 Page 7 .3181 10.56 .2959 9.60 .2592 8.73 .2284 8.01 .2014 7.28 .1765 6.62 .1548 6.01 Super Elev SE Dpth ******* .00 .45 .00 .46 .00 .47 .00 .49 .00 .50 .00 .52 .00 .54 .00 critical Depth Froude N ******** 1.31 8.08 1.31 8.02 1.31 7.50 1.31 7.02 1.31 6.60 1.31 6.17 1.31 5.77 1.31 Flow Top Width Norm Dp ******** 1.38 .43 1.38 .43 1.39 .43 1.41 .43 1.42 .43 1.43 .43 1.44 .43 1.45 Height/ Dia.-FT N 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 Base Wt| or I.D. X-Fall .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 ZL ZR t**** .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 (NO wth Prs/Pi p Type Ch ******* 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 2.122 1 1512.225 .3839 I 225.280 1.798 .3839 ¥ FILE: cven-OOl-a.wsw .579 225.859 -(- -( .56 ( .00 cven-OOl-a.OUT .1357 .29 ( ( ( 11.81 18.77 5.47 231.33 -(- -(- -(- -(- .1191 .21 .58 w S P G w - CIVILDESIGN Version 14.06 Program Package Serial Number: 1796 WATER SURFACE PROFILE LISTING LINE A 100 YEAR EVENT 5.39 1.31 5.04 .43 .013 1 1 .00 .00 PIPE 1 1.46 1 1 1.500 1 1 1 .000 .00 1 1 .0 1 .43 1 1 .013 j .00 .00 1 - PIPE Date:10-19-2011 Station L/Elem ********* 1514.023 1. 1515. 1. 1516. 1. 1518. 1. 1519. 539 562 328 890 153 043 005 048 .879 1519.927 .770 1520.696 .675 1521.371 .591 963 1521 ¥ FILE ****************** Invert Depth ( water Elev (FT) i Elev t************ *************************************************************** PAGE 10 Time:10: 8:56 t******* ******** Ch slope 225.970 .3839 226.561 .3839 227.071 .3839 227.513 .3839 227.899 .3839 228.237 .3839 228.532 .3839 228.791 .3839 229.018 .600 .622 .645 .668 .693 .719 .747 .775 .805 517 .3839 cven-OOl-a.WSW Q (CFS) 226.570 vel (FPS) vel Head 11.81 17.89 227.183 227.715 228.182 228.592 228.956 229.279 229.566 229.823 11.81 11.81 11.81 11.81 11.81 11.81 11.81 11.81 17.06 16.27 15.51 14.79 14.10 13.44 12.82 12.22 SF Ave 4.97 .1045 4.52 .0918 4.11 .0806 3.73 .0709 3.40 .0623 3.09 .0548 2.81 .0483 2.55 .0425 2.32 Energy Grd.El. HF t***** 231.54 .16 231.70 .12 231.82 .09 231.92 .07 231.99 .05 232.04 .04 232.08 .03 232.12 .03 232.14 Super Elev SE Dpth .00 .60 .00 .62 .00 .64 .00 .67 .00 .69 .00 .72 .00 .75 .00 .78 .00 Cri ti cal Depth Froude N 1.31 Flow Top Width Norm Dp 1.47 .0375 .02 .81 w S P G w - CIVILDESIGN Version 14.06 Program Package Serial Number: 1796 WATER SURFACE PROFILE LISTING LINE A 100 YEAR EVENT 4.70 1.31 4.39 1.31 4.10 1.31 3.82 1.31 3.57 1.31 3.32 1.31 3.10 1.31 2.88 1.31 2.68 .43 1.48 .43 1.49 .43 1.49 .43 1.50 .43 1.50 .43 1.50 .43 1.50 .43 1.50 .43 Height/ Dia.-FT N 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 Base Wt or I.D. X-Fall .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 ZL ZR .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 No wth Prs/Pi p Type Ch 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 .00 PIPE PAGE 11 Date:10-19-2011 Time:10: 8:56 invert ( Depth ( water :********************************************************************* ( vel Vel ( Energy ( Super (Cri ti cal | Flow Top (Hei ght/( Base wt ( Page 8 (NO wth Station L/Elem ff * * * * * * * * 1522.480 .451 1522.931 .392 1523.323 .338 1523.661 .289 1523.950 .243 1524.194 .201 1524.395 .160 1524.554 .120 1524.674 Elev ch Slope ********* 229.217 .3839 229.390 .3839 229.541 .3839 229.671 .3839 229.781 .3839 229.875 .3839 229.952 .3839 230.013 .3839 230.059 (FT) .837 .870 .905 .943 .982 1.025 1.070 1.120 1.174 .077 .3839 ¥ FILE: cven-OOl-a.WSW Elev (CFS) ******** * 230.054 (FPS) cven-OOl-a.OUT Head ( Grd.El.! 11.81 11.65 230.260 230.446 230.613 230.764 230.900 231.022 231.133 231.233 11.81 11.81 11.81 11.81 11.81 11.81 11.81 11.81 11.11 10.59 10.10 9.63 9.18 8.75 8.35 7.96 SF Ave 2.11 .0331 1.92 .0293 1.74 .0259 1.58 .0230 1.44 .0204 1.31 .0182 1.19 .0163 1.08 .0146 .98 HF 1-******* 232.16 .01 232.18 .01 232.19 .01 232.20 .01 232.20 .00 232.21 .00 232.21 .00 232.21 .00 232.22 Elev SE Dpth .00 .84 .00 .87 .00 .91 .00 .94 .00 .98 .00 1.02 .00 1.07 .00 1.12 .00 Depth .0132 .00 1.17 w S P G w - CIVILDESIGN Version 14.06 Program Package Serial Number: 1796 WATER SURFACE PROFILE LISTING LINE A 100 YEAR EVENT Froude N ******** 1.31 2.49 1.31 2.31 1.31 2.14 1.31 1.98 1.31 1.83 1.31 1.69 1.31 1.55 1.31 1.41 1.31 1.28 Width Norm Dp 1.49 .43 1.48 .43 1.47 .43 1.45 .43 1.43 .43 1.40 .43 1.36 .43 1.30 .43 1.24 .43 Dia.-FT or I.D. "N" ****** 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 X-Fall .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 ZL ZR .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 Prs/Pip Type Ch 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 .013 .00 Date:10-19-2011 Time:10: 8:56 00 PIPE PAGE 12 ?r ****************** * * * * **-***•; fr******Vr************** fr * * Vc ********************* * !c****** *******Vr Station Invert Elev Depth (FT) Water Elev Q (CFS) vel (FPS) vel Head Energy Grd.El. Super Elev (Critical i Depth Flow Top Wi dth Height/(Base wt Dia.-FTior I.D. ZL NO wth Prs/Pip L/Elem Ch Slope 230.089 * * * Vr * * * SF Ave ******* HF ********* SE Dpth(Froude N Norm Dp "N" ( X- VrVr***V?Vr Vr** Fall * * * * ZR ***** Type Ch 1524.751 Ch Slope 230.089 1.235 231.324 11.81 7.59 .89 232.22 .00 1 ( 1.31 1 1.14 1 ( 1.500 1 .000 .00 1 .0 .029 .3839 .0120 .00 1.23 1.15 1 .43 .013 1 .00 .00 _ PIPE 1524.780 230.100 1.306 231.406 11.81 7.23 .81 232.22 .00 1 1.31 1.01 1 1.500 .000 .00 1 .0 Page 9 # • FILE: cven-012-a-l.WSW cven-012-a-l.OUT W S p G w - CIVILDESIGN Version 14.06 Program package Serial Number: 1796 WATER SURFACE PROFILE LISTING A-1 100 YEAR EVENT Date:11-16-2011 Time: PAGE 1 9:16: 3 VrVr***Vr*VrVrVr***Vr**Vr******************Vr********Vr*******Vr***VrVc***************VrVr**VrVrVr*Vr*Vr ********** Vr*********VrVr*Vr**Vr****VrVr**VrVr* VrVr***Vr** Station Invert Elev Depth (FT) water ( Elev i Q (CFS) Vel (FPS) vel Head Energy Grd.El. Super Elev Critical Depth Flow Top width Height/ Dia. -FT Base Wt or I.D. ZL (No wth i Prs/Pip L/Elem *Vr**VrVrVr*Vr Ch Slope J. J. J. J. J. J. J.J. J. ******** ********* 1 *****Vr*** ******* SF Ave ******* HF ********* SE Dpth ******* Froude N ******** Norm Dp ***ft**Vr* "N" Vr****Vr* X-Fall ******* ZR ***** jType Ch I ******* 2 000 182.820 5.310 188.130 4.08 2.31 .08 188.21 .00 .77 .00 1.500 .000 .00 1 .0 20 550 .0200 .0015 .03 5.31 .00 .54 .013 .00 .00 PIPE 22 550 183.230 4.931 188.161 4.08 2.31 .08 188.24 .00 .77 .00 1.500 .000 .00 1 .0 JUNCT STR .0500 .0011 .00 4.93 .00 .013 .00 .00 PIPE 26 550 183.430 4.811 188.241 2.82 1.60 .04 188.28 .00 .64 .00 1.500 .000 .00 1 .0 20 810 .0202 .0007 .01 4.81 .00 .44 .013 .00 .00 PIPE 47 360 183.850 4.406 188.256 2.82 1.60 .04 188.30 .00 .64 .00 1.500 .000 .00 1 .0 9 330 .0201 .0007 .01 4.41 .00 .44 .013 .00 .00 PIPE 56. 690 184.038 4.224 188.262 2.82 1.60 .04 188.30 .00 .64 .00 1.500 .000 .00 1 .0 Page 1 CVEN-012-A-l-l.OUT FILE: CVEN-012-A-l-l.WSW W S P G W - CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1796 WATER SURFACE PROFILE LISTING Date:12- 6-2011 Time: 8:52:45 LINE A-1-1 100 YEAR EVENT •:, * 4 * * * ft i. ft * * V, * * * ft ft ft ft ft ft ft ft ft ft ft 4 ft ft ft ft ft ft ft ft 4 * ft ft * * * ft 4 ft ft * ft ft ft ft ft * » ft ft * ft 4 * ft * ft ft ft ft ft ft ft ft ft ft ft ft ft ft * ft ft * * ft ft ft ft ft ft ft ft ft ft ft 4 4 * jj 4 ft ft ft ft i 4 J 4 4 4 4 j; J. 4 .J ^ ft ft ..J 4 J 4 4 4 4 4 4 4 4 I Invert | Depth ( water ( Q ( Vel vel ( Energy 1 Super Icritical(Flow Top|Height/(Base wt| (No wth station I Elev j (FT) j Elev | (CFS) | (FPS) Head ( Grd.El.| Elev ( Depth | width jDia.-FT[or I.D.( ZL |Prs/Pip L/Elem ich Slope i | | i SF Ave( HF |SE Dpth(Froude NiNorra Dp ( "N" ( x-Fall( ZR (Type Ch 4 4 ft ft ft ft 4 ft 4 I ft ft ft ft ft 4 ft ft 4 I 4 4 ft ft ft ft ft ft | ft ft ft ft ft 4 * ft ft | ft ft 4 4 4 ft 4 4 4 j ft ft ft ft 4 4 * | * ft ft 4 ft ft ft j ft ft ft ft ft ft 4 ft ft | ft ft * 4 4 ft ft | 4 ft ft ft ft ft 4 4 j ft 4 4 4 ft * ft ft j ft * * 4 4 4 ft j ft ft ft 4 ft ft ft ft ft ft 4 * t * ft ft ft ft 4 lllll IIIIIIII 2.000 183.320 4.810 188.130 6.47 8.24 1.05 189.18 .00 .97 .00 1.000 .000 .00 1 .0 -I- -I- -I- -I- -(- -(- -I- -(- -(- -I- -I- -I- -I- I- 2.010 .1890 ,0330 .07 4.81 .00 .45 .013 .00 .00 PIPE lllll IIIIIIII 4.010 183.700 4.496 188.196 6.47 8.24 1.05 189.25 .00 .97 .00 1.000 .000 .00 1 .0 -I- -I- -I- -I- -(- -(- -i- -I- -I- -(- -(- -I- -I- I- Page 1 D FILE: CVEN-012-A-1-2.WSW CVEN-012-A-1-2.OUT W s P G W - CIVILDESIGN Version 14.06 Program Package serial Number: 1796 WATER SURFACE PROFILE LISTING LINE A-1-2 100 YEAR EVENT Date:11-16-2011 Time: PAGE 1 9:28:13 k * * * * * * * * * * * * * * * * * * * i station 1 Invert i Elev 1 Depth (FT) water Elev Q (CFS) vel (FPS) vel ( Head i Energy Grd.El . Super Elev Critical Depth Flow Top Width Height/ Dia.-FT Base Wt or I.D. L/Elem jch slope **VrVr**** _ ft ft * ft * * * * * ******Vr** ******* SF Avei *VrVrVrVr** j * HF ******** SE Dpth ******* Froude N **VrVr**Vf * Norm Dp ******** ^ ;'N;'_ X-Fall ******* 2.000 ' 183.430 1 _ 4.810 188.240 1.26 .71 i .01 188.25 .00 .42 .00 1.500 .000 11.820 .0821 1 .0001 1 .00 4.81 .00 .21 .013 .00 13.820 1 184.400 3.842 188.242 1.26 .71 1 .01 188.25 .00 .42 .00 1.500 .000 ZL \-Vr ******Vr* (NO Wth 1 Prs/Pi p ZR ***** .00 .00 .00 iType Ch I ******* ( 1 .0 (- PIPE ( ] (- .0 Page 1 n FILE: CVEN-012-A-2A.WSW CVEN-012-A-2ABOUT w s p G w - CIVILDESIGN Version 14.06 Program Package serial Number: 1796 WATER SURFACE PROFILE LISTING LINE A-2A 100 YEAR EVENT i**********ftft******************ft*********ftftftftft4444444ftft44ftftftftftftftftftftftftftftftftftftftftftftftftftftft^^ftftftftftftft^^.^^^^^^^^^ Date: 9-12-2011 Time: I Invert Station Elev L/Elem :r***ft**Vr* 1002.000 .009 1002.009 1.872 1003.881 1.383 1005.264 1.080 1006.344 .873 1007.217 .724 1007.941 .610 1008.551 .521 1009.071 Ch Slope ********* 199.000 Depth (FT) ;-*Vr*Vr**** ************ water Elev .181 199.181 .9238 199.008 .9238 200.738 .9238 202.016 .9238 203.013 .9238 203.820 .9238 204.488 .9238 205.051 .9238 205.533 .181 .188 .194 .200 .207 .214 .222 .229 .449 .9238 D FILE: CVEN-012-A-2A.WSW 199.190 200.926 202.209 203.213 204.027 204.702 205.273 205.762 Q (CFS) ********* vel (FPS) vel Head 2.04 20.98 2.04 2.04 2.04 2.04 2.04 2.04 2.04 2.04 20.98 20.00 19.07 18.19 17.34 16.53 15.76 15.03 SF Ave 6.84 Energy Grd.El. .6355 6.84 .5952 6.21 .5199 5.65 .4542 5.14 .3970 4.67 .3469 4.24 .3032 3.86 .2650 3.51 HF ******* 206.02 Super Elev SE Dpth Vf****** .00 Critical Depth Froude N *******Vr .61 Flow Top Width Norm Dp **Vr***** .77 Height/ Base wt Dia.-FT or I.D. .01 206.02 1.11 207.14 .72 207.86 .49 208.35 .35 208.70 .25 208.95 .18 209.13 .14 209.27 "N" ******* 1.000 X-Fall **Vr*ft** .000 .18 .00 .18 .00 .19 .00 .19 .00 .20 .00 .21 .00 .21 .00 .22 .00 .2317 .10 .23 w S p G w - CIVILDESIGN Version 14.06 Program Package Serial Number: 1796 WATER SURFACE PROFILE LISTING LINE A-2A 100 YEAR EVENT 10.41 .61 10.41 .61 9.75 .61 9.14 .61 3.56 .61 8.02 .61 7.51 B61 7.04 .61 .17 .77 .17 .78 .17 .79 .17 .80 .17 .81 .17 .82 .17 .83 .17 .84 .013 1.000 .013 1.000 .013 1.000 .013 1.000 .013 1.000 .013 1.000 .013 1.000 .013 1.000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 ZL ZR l-*Vr** PAGE 1 3:19:59 ******** No Wth Prs/Pip Type Ch ***** ft * .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 .0 .0 .0 .0 6.59 .17 .013 .00 .00 Date: 9-12-2011 Time: 3:19:59 PIPE PAGE fe***********************ft*VrVr****** I Invert ( Depth j water | Station I Elev i (FT) i Elev ( t*** ********** *****Vr*************Vr**ft**************ft**************ft Q vel vel ( Energy ( Super (Cri ti cal ( Flow Top (Hei ght/(Base wt (CFS) ( (FPS) Head ( Grd.El.( Elev ( Depth j width iDia.-FT(or i.D. Page 1 I ZL (No Wth i Prs/Pip L/Elem fr * * * * * * * * 1009.521 .391 1009.912 .342 1010.253 .300 1010.553 .265 1010.818 .234 1011.052 .208 1011.260 .184 1011.444 B164 1011.608 Ch Slope * * * * * * * * * 205.948 .9238 206.309 .9238 206.624 B9238 206.902 .9238 207.146 .9238 207.363 .9238 207.555 .9238 207.725 .9238 207.876 .237 .245 .254 .262 .271 .281 .290 .301 .311 .146 .9238 D FILE: CVEN-012-A-2ABWSW * * Vr Vr * * Vr * Vr 206.185 2.04 206.554 206.878 207.164 207.418 207.643 207.845 208.025 208.187 2.04 2.04 2.04 2.04 2.04 2.04 2.04 2.04 CVEN-012-A-2A.OUT Vr*Vc**ft* 14.33 13.66 13.03 12.42 11.84 11.29 10.77 10.27 9.79 SF Ave 'rVr**Vr** 3.19 .2026 2.90 .1772 2.64 .1550 2.40 .1356 2.18 .1186 1.98 .1038 1.80 .0908 1.64 .0795 1.49 HF t***** 209.37 .08 209.45 .06 209.51 .05 209.56 .04 209.60 .03 209.62 .02 209.64 .02 209.66 .01 209.67 SE Dpth Vr * Vr * Vr Vr * .00 .24 .00 .25 .00 .25 .00 .26 .00 .27 .00 .28 .00 .29 .00 .30 .00 Froude N ******** .0696 .01 .31 W S P G w - CIVILDESIGN Version 14.06 Program package Serial Number: 1796 WATER SURFACE PROFILE LISTING LINE A-2A 100 YEAR EVENT .61 6.17 .61 5.78 .61 5.41 .61 5.07 .61 4.74 .61 4.44 .61 4.15 .61 3.89 .61 3.64 Norm op *VrVr*Vr*** .85 .17 .86 .17 .87 .17 .88 .17 .89 .17 .90 .17 .91 .17 .92 .17 .93 N **Vr*** 1.000 .013 1.000 .013 1.000 .013 1.000 .013 1.000 .013 1.000 .013 1.000 .013 1.000 .013 1.000 X-Fall rc*Vr*Vr** .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 ZR * * * * ft .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .0 .0 Type ch *Vr***** 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 .0 .0 .17 .013 BOO BOO Date: 9-12-2011 Time: 3:19:59 PIPE PAGE t***VrVrVr*VrVr*Vr*****VrVr**VrVrVrVr*Vr*****VrVr******VrVrVr***Vr**Vf *ftVrVrVr*****Vr***Vr***4Vr******Vr*** Vr*****Vrft Station Invert Elev Depth (FT) water Elev Q (CFS) vel (FPS) vel Head Energy Grd.El. Super Elev Critical Depth Flow Top Width Height/ Dia.-FT Base wt or I.D. ZL No wth Prs/Pi p L/Elem Ch Slope ft * * Vr Vr Vr Vr Vr Vr * * * * * * * * ********* ********* VrVr**Vr** SF Ave Vr****** HF ****Vr**VrVr SE Dpth ****Vr** Froude N ******** Norm Dp ******** "N" * * * * * * * X-Fall ******* ZR **Vr** Type Ch * Vf Vr * Vr * * 1011.754 208.010 .322 208.332 2.04 9.33 1.35 209.68 .00 .61 .93 1.000 .000 .00 1 .0 .129 .9238 .0610 .01 .32 3.40 .17 .013 .00 .00 - PIPE 1011.883 208.130 .333 208.463 2.04 8.90 1.23 209.69 .00 .61 .94 1.000 .000 .00 1 .0 Page 2 CVEN-012-A-2A.OUT 115 .9238 .0534 01 .33 3.18 .17 .013 .00 .00 PIPE 1011 998 208.236 .345 208 581 2 04 8 48 1.12 209 70 .00 .61 .95 1.000 .000 .00 1 .0 102 .9238 .0468 00 .35 2.97 .17 .013 .00 .00 PIPE 1012 100 208.330 .358 208 688 2 04 8 09 1.02 209 70 .00 .61 .96 1.000 .000 .00 1 .0 090 .9238 .0411 00 .36 2.78 .17 .013 .00 .00 PIPE 1012 190 208.413 .370 208 784 2 04 7 71 .92 209 71 .00 .61 .97 1.000 .000 .00 1 .0 080 .9238 .0360 00 .37 2.60 .17 .013 .00 .00 PIPE 1012 269 208.487 .384 208 870 2 04 7 35 .84 209 71 .00 .61 .97 1.000 .000 .00 1 .0 070 .9238 .0316 00 .38 2.43 .17 .013 .00 .00 PIPE 1012 339 208.552 .398 208 949 2 04 7 01 .76 209 71 .00 .61 .98 1.000 .000 .00 1 .0 061 .9238 .0277 00 .40 2.27 .17 .013 .00 .00 PIPE 1012 401 208.608 .412 209 020 2 04 6 69 .69 209 71 .00 .61 .98 1.000 .000 .00 1 .0 053 .9238 .0243 00 .41 2.12 .17 .013 .00 .00 PIPE 1012 454 208.658 .427 209 085 2 04 6 37 .63 209 72 .00 .61 .99 1.000 .000 .00 1 .0 046 .9238 .0214 00 .43 1.97 .17 .013 .00 .00 PIPE a FILE: CVEN-012-A-2A.WSW w s P G w - CIVILDESIGN Version 14.06 Program Package serial Number: 1796 WATER SURFACE PROFILE LISTING LINE A-2A 100 YEAR EVENT Date: 9-12-2011 Time: PAGE 4 3:19:59 ftVrVr*** VrftV rft********--Vr*Vr*Vf*VrVr-' -*********' r *********** -ft******* 4 * * * 4 * * * * * * * * * * * * ' r****ftftft^ - * * * Vr Vr * * * * * * * * * * Vr * ^ rVr***Vr***VrVf ft Vf**VrV .Vr*****ft Station Invert Elev Depth (FT) water Elev Q (CFS) Vel (FPS) Vel Head Energy Grd.El. Super Elev Critical Depth Flow Top Width Height/ Dia. -FT Base wt or I.D. ZL NO wth Prs/Pip L/Elem Ch Slope * * * * Vr * Vr * * * Vr Vr Vr Vr * * * V; Vr * i: Vc Vf * * | SF Ave HF ****VrVr*Vf* 209.72 SE Dpth Froude N *Vr***ft VrVr .61 Norm Dp "N" ft VrVr**** 1.000 X-Fall **Vr**Vr* .000 ZR Type Ch * * ft ft ft * * 1 .0 1012.500 208.700 .443 209.143 2.04 6.08 .57 HF ****VrVr*Vf* 209.72 .00 Froude N *Vr***ft VrVr .61 .99 "N" ft VrVr**** 1.000 X-Fall **Vr**Vr* .000 .00 Type Ch * * ft ft ft * * 1 .0 10.096 .0200 .0200 .20 .44 1.84 .44 .013 .00 .00 PIPE 1022.596 208.902 .443 209.345 2.04 6.08 .57 209.92 .00 .61 .99 1.000 .000 .00 1 .0 29.904 .0200 .0202 .60 .44 1.84 .44 .013 .00 .00 PIPE 1052.500 209.500 .440 209.940 2.04 6.13 .58 210.52 .00 .61 .99 1.000 .000 .00 1 .0 8.840 .0204 .0205 .18 .44 1.87 .44 .013 .00 .00 PIPE 1061.340 209.680 .439 210.119 2.04 6.14 .59 210.70 Page 3 .00 .61 .99 1.000 .000 .00 1 .0 CVEN-012-A-2A.OUT 7 375 .0206 .0206 15 .44 1.87 44 .013 .00 .00 PIPE 1068 714 209.832 .439 210 271 2 04 6 14 .59 210 86 .00 .61 99 1.000 .000 .00 1 .0 29 836 .0206 .0198 59 .44 1.87 44 .013 .00 .00 PIPE 1098 551 210.445 .449 210 894 2 04 5 97 .55 211 45 .00 .61 99 1.000 .000 .00 1 .0 12 511 .0206 .0179 22 .45 1.79 44 .013 .00 BOO PIPE llll 062 210.702 .466 211 168 2 04 5 69 .50 211 67 .00 .61 1 00 1.000 .000 .00 1 .0 5 839 .0206 .0157 09 .47 1.67 44 .013 .00 .00 PIPE 1116 901 210.822 .483 211 306 2 04 5 42 .46 211 76 .00 .61 1 00 1.000 .000 .00 1 .0 3 461 .0206 .0138 05 .48 1.56 44 .013 .00 .00 PIPE 1120 361 210.893 .502 211 395 2 04 5 17 .42 211 81 .00 .61 1 00 1.000 .000 .00 1 .0 2 207 .0206 .0122 03 .50 1.45 44 .013 .00 .00 PIPE D FILE: w s P G w - CIVILDESIGN Version 14.06 program Package Serial Number: 1796 WATER SURFACE PROFILE LISTING LINE A-2A 100 YEAR EVENT PAGE Date: 9-12-2011 Time: 3:19:59 ftftVf ft ******* VrVr* VrVrVr*Vr**** Vr****ft**Vr********ft ft Vr**Vr****VrVr****VrVrft*VrVrVrVrVrVrVrVr***VfVf ft ****Vr*VrVr ****** Vrft**VrVrVrVr**Vr****VrVr*Vf*** VrVr********** Station L/Elem ftftftft Vrft Vr** invert Elev Ch slope *Vr*Vr***** Depth (FT) Vr*Vr***** water Elev Q (CFS) :***-4***ft Vel (FPS) vel Head SF Ave VVrVrftftftft Energy Grd.El. HF ftftft*****Vr Super Elev SE Dpth Vr * * * ft * * Critical Depth Froude N *ft****Vr* Flow Top Width Norm Dp Height/1 Base Wt Di a.-FT or I.D. N ****** * x-Fall VrVr***VrVr ZL ZR Vr Vf Vf ft Vr *****Vr** NO Wth Prs/Pip Type Ch .0 1122 568 210.939 .521 211 460 2 04 4 93 B38 211 84 .00 .61 1 00 1.000 .000 .00 1 1 440 .0206 .0107 02 .52 1.35 44 .013 .00 .00 PIPE 1124 008 210.968 .541 211 510 2 04 4 70 .34 211 85 .00 .61 1 00 1.000 .000 .00 1 895 .0206 .0095 01 .54 1.26 44 .013 .00 .00 PIPE 1124 903 210.987 .562 211 549 2 04 4 48 .31 211 86 BOO .61 99 1.000 .000 .00 1 482 .0206 .0084 00 B56 1.17 44 .013 .00 .00 PIPE 1125 385 210.997 .585 211 582 2 04 4 27 .28 211 87 .00 .61 99 1.000 .000 .00 1 155 .0206 .0074 00 .58 1.08 44 .013 .00 .00 PIPE 1125 540 211.000 .610 211 610 2 04 4 07 .26 211. 87 .00 .61 98 1.000 .000 .00 1 .0 Page 4 • FILE: CVEN-012-A-2B.WSW CVEN-012-A-2B.OUT w s p G w - CIVILDESIGN Version 14B06 Program Package Serial Number: 1796 WATER SURFACE PROFILE LISTING LINE A-2B 100 YEAR EVENT Vr * Vr Vr Vr Vr * Vr Vr * Vr Vr * * Vr Vr Vr Vr * Vr Vr Vr Vf Vr Vr * Vf Vr Vr Vr * Invert Depth Elev (FT) * * * * Vr Vr * * * * * ft * Vr * Vr * Station L/Elem VfVrft**Vfft** -998.000 .316 -997.684 1.156 -996.527 .897 -995.630 .722 -994.908 .597 -994.311 . 503 -993.808 .429 -993.379 .370 -993.010 Ch^ Slope 199.000 1.4304 199.452 1.4304 201.107 1.4304 202.390 1.4304 203.423 1.4304 204.277 1.4304 204.996 1.4304 205.610 1.4304 206.139 ftVrVr***** .154 water Elev .155 .160 .166 .171 .177 .183 .189 .196 .322 1.4304 a FILE: CVEN-012-A-2B.WSW ********* 199.154 199.608 201.267 202.555 203.595 204.454 205.179 205.799 206.334 Q (CFS) t*********** **************ft 44444444 j.ft^.j.ftftj vel (FPS) Date: 9-12-2011 Tir ?fVrVr44**VrVf *** VrVr* VrVr* Vr******Vr*Vr*V PAGE 3:22: 1.74 1.74 1.74 1.74 1.74 1.74 1.74 1.74 1.74 22.42 21.38 20.38 19.43 18.53 17.67 16.84 16.06 ftVr****** W S P G W Program package serial Number: 1796 WATER SURFACE PROFILE LISTING LINE A-2B 100 YEAR EVENT Vel Head Energy Grd.El . Super Elev Critical Depth Flow Top Width Height/ Dia. -FT Base Wt or I.D. ZL No wth Prs/Pip SF Ave t 1 44**Vr** HF ********* SE Dpth ******* Froude N * Vr Vr Vr Vr * * * Norm Dp Vr*Vr***Vr* "N" *Vr44**Vr x-Fall *Vr**Vr** ZR Type Ch Vr * Vr Vr * Vr * 5 7.97 207.12 .00 .56 .72 1.000 .000 .00 1 .0 .8903 .28 .15 12.24 .14 .013 .00 .00 PIPE ' 7.81 207.41 .00 .56 .72 1.000 .000 .00 1 .0 .8213 .95 .16 12.07 .14 .013 .00 .00 PIPE 7.10 208.36 .00 .56 .73 1.000 .000 .00 1 .0 .7173 .64 .16 11.31 .14 .013 .00 .00 PIPE 6.45 209.01 .00 .56 .74 1.000 .000 .00 1 .0 .6265 .45 .17 10 B 60 .14 .013 .00 .00 PIPE 5.86 209.46 .00 B56 .75 1.000 .000 .00 1 .0 .5471 .33 .17 9.94 .14 .013 .00 .00 PIPE 5.33 209.79 .00 .56 .76 1.000 .000 .00 1 .0 .4779 .24 .18 9.31 .14 .013 .00 .00 PIPE 4.85 210.03 .00 .56 .77 1.000 .000 .00 1 .0 .4175 .18 .18 8.72 .14 .013 .00 .00 PIPE 4.41 210.20 .00 .56 .78 1.000 .000 .00 1 .0 .3648 .13 .19 8.17 .14 .013 .00 .00 PIPE 4.01 210.34 .00 .56 .79 1.000 .000 .00 1 .0 .3187 .10 .20 CIVILDESIGN version 14.06 7.66 .14 .013 .00 .00 PIPE PAKE P Date: 9-12-2011 Time: 3:22: 6 V**Vr*Vf*Vf Vr*Vf VrVr**** I Invert | station | Elev ( fF?^N FlPv^ I rr?o ! rpoo ! ^"^''Sy I super (critical (Flow Top(Height/|Base wt( |NO wth (.FTJ ( Elev ( (CFS) ( (FPS) Head ( Grd.El. I Elev ( Deoth I width I n-i a -PT inr- T r. i ^.L (prs/Pip Page 1 L/Elem Ch Slope -992.688 206.599 .281 -992.407 .248 -992.159 .219 -991.940 .194 -991.747 .172 -991.575 .153 -991.421 .137 -991.285 .122 -991.163 1.4304 207.001 1.4304 207.355 1.4304 207.668 1.4304 207.945 1.4304 208.191 1.4304 208.410 1.4304 208.606 1.4304 208.780 Vf * * Vr Vr Vr Vr Vr ****Vr**** .202 206.801 .209 .216 .224 .231 .239 .247 .256 .265 .109 1.4304 • FILE: CVEN-012-A-2B.WSW 207.210 207.571 207.892 208.176 208.430 208.658 208.861 209.045 CVEN-012-A-2B.OUT *VrVrVr*** 1.74 15.31 1.74 1.74 1B74 1.74 1.74 1.74 1.74 1.74 14.60 13.92 13.27 12.66 12.07 11.51 10.97 10.46 SF Ave tVr***** . y j.5f. . 3.64 210.44 SE Dpth VrVrft**** .2785 3.31 .2434 3.01 .2127 2.74 .1859 2.49 .1626 2.26 .1422 2.06 .1243 1.87 .1087 1.70 .08 210.52 .06 210.58 .05 210.63 .04 210.66 .03 210.69 .02 210.71 .02 210.73 .01 210.74 .00 .20 .00 .21 .00 .22 .00 .22 .00 .23 .00 .24 .00 .25 .00 .26 .00 Froude N ****** * * .0951 .01 .26 w S p G w - CIVILDESIGN Version 14.06 Program Package Serial Number: 1796 WATER SURFACE PROFILE LISTING LINE A-2B 100 YEAR EVENT .56 7.18 .56 6.72 .56 6.30 .56 5.90 .56 5.52 .56 5.17 .56 4.84 .56 4.53 .56 4.24 Norm Dp ******** .80 .14 .81 .14 .82 .14 .83 .14 .84 .14 .85 .14 .86 .14 .87 .14 .88 "N" :r4ftft4* 1.000 .013 1.000 .013 1.000 .013 1.000 .013 1.000 .013 1.000 .013 1.000 .013 1.000 .013 1.000 X-Fall * * ft * ft * * .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 ZR *Vf*** .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 PIPE PAGE .0 Type ch Vf*Vf Vr*** 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 .0 .0 .14 .013 .00 .00 Date: 9-12-2011 Time: 3:22: 6 •f Vf Vf Vf Vf Vf Vr ft Vr * Vr * * * Vr * * Vr * -ft ft ft Vr * * Vr Vr Vr Vr Vr Vr Vr * Vr Vr * Vr * Vr Vr Vr Vr Vr * Vr Vr * * Vr ft Vf Vr ft Vr * * * * Vr * Vr ft Vr Vr * Vf Vr ft ft ft Vr Vr * * Vr * Vr Vr Vr Vf * * Vr Vr Vr Vr * * Vr * * * * A Vr * * Vr * * * Vr * * Vr * * * * * * * * * * * Vr Vr Vr * Vr Station L/Elem ft * Vr * Vr * * Vr * Invert Elev Ch slope * * ft Vr Vr * Vr Vr * Depth (FT) -991.054 208.936 •(- -(• Water ( Q Elev ( (CFS) ftVf ftVrftVr*** VrVrVrVr**Vr*Vr .097 1.4304 I I -990.957 209.075 .274 209.209 -(- -(- vel (FPS) vel Head SF Ave Vr ****** I Vr ****** Energy Grd.El. HF Vr****VrVr** Super Elev SE Dpth * Vr * * * * * ( ( .283 209.358 1.74 9.97 1.54 210.75 -(- -(- -(- -(• .0832 .01 ( Critical | Flow Top Depth i width •(- Height/ Dia.-FT "N" Vr****** Base Wt or I.D. 1.74 9.51 1.40 210.76 Page 2 Froude NjNorm Dp VrVf Vf *Vr**Vr j VrVrVr*Vf*** ( .00 .56 .89 1.000 -I- -I- -I- -I .27 3.97 .14 .013 llll .00 .56 .90 1.000 X-Fall ******* ZL ZR * ft * * Vr .000 .00 1 1 .00 .00 1 PIPE 1 j .000 .00 1 1 * Vr * * * Vr Vr Vr NO Wth Prs/Pip Type ch * Vr Vr * * * Vr .0 CVEN-012-A-2B.OUT 087 1B4304 .0728 01 .28 3.72 .14 .013 .00 .00 PIPE -990 870 209.199 .293 209 492 1 74 9 07 1.28 210 77 .00 .56 .91 1.000 .000 .00 1 .0 077 1.4304 .0638 00 .29 3.48 .14 .013 .00 .00 PIPE -990 793 209.309 .303 209 613 1 74 8 64 1.16 210 77 .00 .56 .92 1.000 .000 .00 1 .0 069 1.4304 .0558 00 .30 3.26 .14 .013 .00 .00 PIPE -990 724 209.408 .314 209 722 1 74 8 24 1.05 210 78 .00 .56 .93 1.000 .000 .00 1 .0 061 1.4304 .0489 00 .31 3.05 .14 .013 .00 .00 PIPE -990 662 209.496 .325 209 821 1 74 7 86 .96 210 78 .00 .56 .94 1.000 .000 .00 1 .0 055 1.4304 .0428 00 .33 2.85 .14 .013 .00 .00 PIPE -990 608 209.574 .337 209 910 1 74 7 49 .87 210 78 .00 .56 .95 1.000 .000 .00 1 .0 048 1.4304 .0375 00 .34 2.66 .14 .013 .00 .00 PIPE -990 560 209.643 .349 209 992 1 74 7 14 .79 210 78 .00 .56 .95 1.000 .000 .00 1 .0 043 1.4304 .0329 00 .35 2.49 .14 .013 .00 .00 PIPE -990 517 209.704 .361 210 065 1 74 6 81 .72 210 79 .00 .56 .96 1.000 .000 .00 1 .0 038 1.4304 .0288 00 .36 2.33 .14 .013 .00 .00 PIPE D FILE: CVEN-012-A-2B.WSW w s p G w - CIVILDESIGN Version 14.06 program Package Serial Number: 1796 WATER SURFACE PROFILE LISTING LINE A-2B 100 YEAR EVENT PAGE Date: 9-12-2011 Time: 3:22: Station L/Elem J. J. J. J. J. J. J. Invert El ev Ch Slope Vr Vr Vf Vr ft * Vf * * Depth (FT) water ( Q Elev (CFS) ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft * * ft ft ft * vel vel (FPS) Head lr Vr Vr ft Vr ft Vr ft Vf Vf ft ft ft ft SF Ave ftftftftftft* Energy Grd.El. HF **Vr***ftft Vr*Vr*****ftftftftftftftftVr************VrVr Height/ Base wt Dia.-FT or I.D. Super (Critical Elev Depth SE Dpth Froude N *****VfVr ******** -990 479 209.758 .374 210 132 1 74 6 49 .65 210 79 .00 .56 .97 1.000 .000 .00 1 .0 033 1.4304 .0253 00 .37 2.17 .14 .013 .00 .00 PIPE -990 447 209.805 .387 210 192 1 74 6 19 .60 210 79 .00 .56 .97 1.000 .000 .00 1 .0 029 1.4304 .0222 00 .39 2.03 .14 .013 .00 .00 PIPE -990 418 209.845 .401 210 247 1 74 5 90 .54 210 79 .00 .56 .98 1.000 .000 .00 1 .0 024 1.4304 .0195 00 .40 1.90 .14 .013 .00 .00 PIPE -990 394 209.880 .416 210 296 1 74 5 63 .49 210 79 .00 .56 .99 1.000 .000 .00 1 .0 page 3 Flow Top width Norm Dp Vr ***** Vr * "N" X-Fall ZL ZR ***** NO Wth Prs/Pi p Type Ch ******* CVEN-012-A-2B.OUT 021 1.4304 .0171 00 .42 1.77 14 .013 .00 .00 PIPE -990 373 209.910 .431 210 341 1 74 5 37 .45 210 79 .00 .56 99 1.000 .000 .00 1 .0 017 1.4304 .0150 00 .43 1.65 14 .013 .00 .00 PIPE -990 355 209.935 .447 210 382 1 74 5 12 .41 210 79 .00 .56 99 1.000 .000 .00 1 .0 014 1.4304 .0132 00 .45 1.54 14 .013 .00 .00 PIPE -990 341 209.956 .464 210 420 1 74 4 88 .37 210 79 .00 .56 1 00 1.000 .000 .00 1 .0 Oil 1.4304 .0116 00 .46 1.44 14 .013 BOO .00 PIPE -990 330 209.972 .481 210 453 1 74 4 65 .34 210 79 .00 .56 1 00 1.000 .000 .00 1 .0 009 1.4304 .0102 00 .48 1.34 14 .013 .00 .00 PIPE -990 321 209.984 .500 210 484 1 74 4 44 .31 210 79 .00 .56 1 00 1.000 .000 .00 1 .0 006 1.4304 .0090 00 .50 1.25 14 .013 .00 .00 PIPE D FILE: CVEN-012-A-2B.WSW w S P G w - CIVILDESIGN Version 14.06 Program Package Serial Number: 1796 WATER SURFACE PROFILE LISTING LINE A-2B 100 YEAR EVENT PAGE Date: 9-12-2011 Time: 3:22: Vr Vr Vr * Vr Vr Vr * * Vr Vr Vr ft Vr Vr Vr * Vr Vr Vr Vr Vr Vr * Vr Vr * * Vr Vf ft ft ft Vr Vr Vr ( Invert Depth | water Station ( Elev (FT) i Elev -I- - - -|. L/Elem jch Slope | ff ft Vf Vf Vf Vr Vr ft * * * Vr Vr Vr * * * * Vr Vr * Vr * * Vr Vr * * * * * * * * * Vr Vf Vr * Vr * Vr * Vr Vr Vr * * * * Vr Vr Vr Vr Vr Vr Vr 4 Vr * * Vr Vr Vr Vr * Vr * * * Vr Vf Vf Vr * Vr * Vr -990.315 209.993 •(• * Vf * * Vf * * * I * * * * * * * * * ( .519 210.512 Q ( vel vel (CFS) i (FPS) Head -I- -I- ( SF Ave ********* I *****VrVr I ******* 1.74 .004 ( -990.311 -I .001 I -990.310 •(• 1.4304 209.998 1.4304 210.000 ( ,539 210.537 -(- ( .561 210.561 •(• 4.23 Energy Grd.El. HF 4 * * * ft ft ft ft .28 210.79 Super Elev 1.74 4.03 ( 1.74 3.84 .0079 .25 .0070 .23 .00 210.79 .00 210.79 SE Dpth ftft**Vr** .00 .52 .00 .54 .00 Criti cal Depth Froude N .56 1.16 .56 1.08 .56 Flow Top (Height/ width (Dia.-FT Norm Dp ( "N" ***Vf***Vr *VrVrVr* 1.00 B14 1.00 .14 .99 Base wt( or I.D.j ZL X-Falli ZR Vf **ft4VrVr ***** ***Vr VrVr Vrft NO Wth Prs/Pi p Type Ch ******* 1.000 .000 .00 1 .0 .013 -1 .00 .00 PIPE 1.000 1 .000 .00 1 .0 .013 .00 .00 PIPE 1.000 j .000 -(- .00 1 .0 Page 4 Q FILE: CVEN-012-A-3.WSW CVEN-012-A-3.OUT W s P G W - CIVILDESIGN Version 14.06 Program Package Serial Number: 1796 WATER SURFACE PROFILE LISTING llNE A-3 100 YEAR EVENT Date: 9-12-2011 Time: PAGE 1 2:26: 0 V Vr Vr ft ft Vf ft ft ft * * *: 'r * Vr * Vr * * * * * ft * * * * V r Vr Vr * Vr Vf Vr Vr Vr Vr * * * * * Vr Vr Vr Vr * * * * Vr * * * * Vr * Vr Vr Vr * Vr Vr Vr * * Vr * Vr Vr * * * Vr * * Vr Vr Vr i k Vr Vr Vr Vr Vf * Vf Vf Vr * Vr * Vr * Vr * * * Vr Vr * Vf ft * k Vr * Vr * Vr Vr Vr Station L/Elem t******Vr* 2.000 49.900 51.900 JUNCT STR 55.900 10.424 66.324 7.562 73.886 2.839 76.725 HYDRAULIC Invert Elev Ch Slope 208.830 .0052 209.090 .0250 209.190 .0100 209.295 .0100 209.370 .0100 209.399 JUMP Depth (FT) water Elev Q (CFS) *******-** 1.770 210.600 2.07 1.529 1.439 1.335 1.260 1.230 210.619 210.629 210.630 210.630 210.629 2.07 1.83 1.83 1.83 1.83 vel (FPS) Vel Head 1.17 1.17 1.05 1.10 1.16 1.18 SF Ave ;-**Vr4** .02 .0004 .02 .0003 .02 .0003 .02 .0003 .02 .0003 .02 Energy Grd.El. HF 210.62 .02 210.64 .00 210.65 .00 210.65 .00 210.65 .00 210.65 Super Elev 76 725 209.399 .170 209 569 1 83 16 51 4.23 213 80 .00 .51 .95 1.500 .000 .00 1 .0 115 .0100 .4083 05 .17 8.53 .42 .013 .00 .00 PIPE 76 840 209.400 .170 209 570 1 83 16 51 4.23 213 80 .00 .51 .95 1.500 .000 .00 1 .0 2 320 .4083 .4083 95 .17 8.53 .17 .013 .00 .00 PIPE 79 160 210.347 .170 210 517 1 83 16 51 4.23 214 75 .00 .51 .95 1.500 .000 .00 1 .0 14 496 .4083 .3890 5 64 .17 8.53 .17 .013 .00 .00 PIPE SE Dpth ******* .00 1.77 .00 1.53 .00 1.44 .00 1.34 .00 1.26 .00 Critical Depth Froude N ******** .54 .00 .54 .00 .51 .11 .51 .15 .51 .17 .51 Flow Top Width Norm Dp .00 .54 .00 Height/(Base wt Dia.-FT or I.D. .59 .42 .94 .42 1.10 .42 1.15 N *Vr**4Vrft- 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 X-Fall .000 ZL .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 ZR ***** .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ******** No wth Prs/Pip Type Ch ******* 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 .0 D FILE: CVEN-012-A-3.WSW w s p G w - CIVILDESIGN Version 14.06 program Package serial Number: 1796 WATER SURFACE PROFILE LISTING llNE A-3 100 YEAR EVENT PAGE 2 Date: 9-12-2011 Time: 2:26: 0 * * Vr Vr * * * * 4 * Vr Vr Vr * * * * * Vr * Vr Vr Vr * I invert station | Elev *******4 ft-*********44* ft-********************* Depth I water ( Q ( vel (FT) I Elev I (CFS) ( (FPS) :************** ft-**-**** ft-************ Vr***4Vr 44 4 44 ft-Vr 4 4 vel ( Energy ( super (Critical (Flow Top (Hei ght/(Base wt( Head ( Grd.El.( Elev ( Depth | width |Dia.-FTior i.D.i ZL Page 1 4ft-****** (NO Wth i Prs/Pip CVEN-012-A-3.OUT L/Elem t Vf Vr Vr Vr Vr Vr Vf * Ch slope 'r Vr Vr Vr Vr Vr Vf 5.675 99.330 3.015 102.345 2.008 104.353 1.478 105.830 1.150 106.980 .927 107.908 .766 108.674 .644 109.318 Vf * Vf Vf Vf Vf i; Vf 93.656 216.266 .4083 218.584 .4083 219.814 .4083 220.634 .4083 221.238 .4083 221.707 .4083 222.086 .4083 222.399 .4083 222.662 .548 .4083 • FILE: CVEN-012-A-3, .174 .180 .186 .192 .199 .205 .212 .219 .227 •f ******* 216.441 4**Vr Vrft Vrft* 1.83 15.95 218.764 220.001 220.827 221.436 221.913 222.298 222.618 222.888 1.83 1.83 1.83 1.83 1.83 1.83 1.83 1.83 15.21 14.50 13.82 13.18 12.57 11.98 11.42 10.89 SF Ave rft**Vr** HF * * * * Vf Vf * Vr Vf •(• 3.95 220.39 .3461 3.59 .3021 3.26 .2636 2.97 .2301 2.70 .2009 2.45 .1753 2.23 .1530 2.03 .1336 1.84 1.96 222.35 .91 223.26 .53 223.79 .34 224.13 .23 224.36 .16 224.53 .12 224.64 .09 224.73 SE Dpth ******* .00 .17 .00 .18 .00 .19 .00 .19 .00 .20 .00 .21 .00 .21 .00 .22 .00 .1167 .06 .23 WSW W S P G W - CIVILDESIGN Version 14.06 Program Package serial Number: 1796 WATER SURFACE PROFILE LISTING llNE A-3 100 YEAR EVENT Froude N .51 8.14 .51 7.63 .51 7.15 .51 6.71 .51 6.29 .51 5.89 .51 5.52 .51 5.18 .51 4.85 Norm Dp ***Vr*Vr** .96 .17 .98 .17 .99 .17 1.00 .17 1.02 .17 1.03 .17 1.05 .17 1.06 .17 1.07 N Vr*VrVr* 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 X-Fall VVr***** .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 ZR Vr***Vr .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 Type^ ch 1 .0 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 .0 PIPE 1 .0 PIPE PAGE 0 0 0 0 0 0 .17 .013 .00 .00 Date: 9-12-2011 Time: 2:26: 0 Station fr**Vr***Vr********Vr**VrVr**Vr*******ftft Invert ( Depth ( water Q Elev i (FT) Elev (CFS) 4 ft Vr Vr * * * Vr Vr * Vr * * ft- Vr Vr Vf ft ft ft Vf ft Vf Vf ft ft Vr Vr Vr * Vr * * Vr Vr Vr Vr * Vr * * Vr * -4 * * * * Vr Vr Vr * * * Vr * * * Vr * Vf Vr Vr Vr * * Vr * Vr * Vr Vr * V L/Elem Ch Slope ( Vf Vf Vr Vr Vf Vr Vr Vr Vr Vf VrVr ft VrVr * *Vr j Vr Vr Vr Vr * * Vr Vr Vr * Vr ft-Vr Vr Vr Vr Vr ( 109.866 222.886 .234 223.120 *Vr***ft*** Vel (FPS) Vel Head SF Ave ****Vrft* I *VrVrVrft-Vr* Energy Grd.El. HF ***Vr*Vr*** •I-.471 .4083 •(• 1.83 10.39 1.67 224.79 Super Elev •(• •(- •(- SE Dpth ftft**VrVr* .00 Critical Depth ( 110.337 223.078 ( ( .242 223.320 .1019 .05 1.83 9.90 1.52 224.84 Page 2 .23 I .00 Froude N **VrVrVr**Vr .51 4.55 .51 Flow Top IHeight/ width Dia.-FT Norm Dp *VrVrVr**Vr* 1.09 "N" * Vf Vf Vc Vf * * 1.500 Base wt( or I.D X-Fall rrVr***** ZL ZR Vr***Vr ***VrVr** NO Wth Prs/Pi p Type Ch .17 .013 ( ( 1.10 1.500 .000 .00 1 1 .0 .00 .00 1 PIPE 1 1 .000 .00 1 1 .0 CVEN-012-A-3.OUT 408 .4083 .0890 04 .24 4.26 17 .013 .00 .00 PIPE 110 745 223.244 .250 223 495 1 83 9 44 1.38 224 88 .00 .51 1 12 1.500 .000 .00 1 .0 355 .4083 .0777 03 .25 4.00 17 .013 .00 .00 PIPE 111 100 223.389 .259 223 648 1 83 9 00 1.26 224 91 .00 .51 1 13 1.500 .000 .00 1 .0 310 .4083 .0679 02 .26 3.75 17 .013 .00 .00 PIPE 111 411 223.516 .267 223 784 1 83 8 58 1.14 224 93 .00 .51 1 15 1.500 .000 .00 1 .0 272 .4083 .0593 02 .27 3.51 17 .013 .00 .00 PIPE 111 683 223.627 .276 223 904 1 83 8 18 1.04 224 94 .00 .51 1 16 1.500 .000 .00 1 .0 239 .4083 .0518 01 .28 3.29 17 .013 .00 .00 PIPE 111 922 223.725 .286 224 Oil 1 83 7 80 .95 224 96 .00 .51 1 18 1.500 .000 .00 1 .0 210 .4083 .0452 01 .29 3.08 17 .013 .00 .00 PIPE 112 132 223.811 .295 224 106 1 83 7 44 .86 224 97 .00 .51 1 19 1.500 .000 .00 1 .0 185 .4083 .0395 01 .30 2.89 17 .013 .00 .00 PIPE 112 316 223.886 .305 224 191 1 83 7 09 .78 224 97 .00 .51 1 21 1.500 .000 .00 1 .0 162 .4083 .0345 01 .31 2.70 17 .013 .00 .00 PIPE n FILE: CVEN-012-A-3.WSW W S P G w - CIVILDESIGN Version 14.06 Program Package Serial Number: 1796 WATER SURFACE PROFILE LISTING llNE A-3 100 YEAR EVENT fr Vr Vr Vr Vf ft- Vr * ft- 4 Vr Vr Vr * Vr Vf Vf Vr Vr * Vr Vr * Vr Vr * Vr * * Vr Vr Vf Vf Vr Vr Vr ft- * * Vr Vr Vr ft Vr 4 Vr Vr Vr Vr Vr Vr Vr Vr Vr Vr ft- Vr 4 Vf Vf Vr Vr 4 Vr Vr Vr Vr * * * Vr Vr Vr * * * Vr Vr Vr * Vr Vr Vr Vr Vr Vr * * * * Vf * * * * * Vr i Date: 9-12-2011 Time: PAGE 2:26: 0 Station L/Elem fr*Vr**ft VfVf ft 112.479 .142 112.621 .125 112.746 .109 112.854 Invert ( Depth Elev ( (FT) ch slope 223.952 .4083 224.011 .4083 224.061 .4083 224.106 water Elev *VrVr*Vf**Vr* Q (CFS) frft4444* Vel vel ( Energy (FPS) Head Vr*****Vr .316 224.268 1.83 6.76 .326 ,338 .349 224.337 224.399 224.455 1.83 1.83 1.83 6.45 6.15 5.86 SF Ave 4Vr444** .71 .0302 .65 .0264 .59 .0231 .53 Grd.El HF ********* 224.98 .00 224.98 .00 224.99 .00 224.99 Page 3 Super Elev SE Dpth *****VrVr .00 Critical (Flow Top Depth i width Vr Vf Vf Vf ft- Vf * * * * * * Vr * Vr * Vr * * Vf Vf Vr Height/1 Base wt Dia.-FT or I.D. .32 .00 .33 .00 .34 .00 Froude N Vr * * * 4 4 4 Vr .51 2.53 .51 2.37 .51 2.22 .51 Norm Dp 4* VrVr VrVr** 1.22 .17 1.24 .17 1.25 .17 1.27 "N" **Vr**** 1.500 .013 1.500 .013 1.500 .013 1.500 X-Fall VrVr VrVr*** .000 .00 .000 .00 .000 .00 .000 ZL ZR * * * * * .00 .00 .00 .00 .00 .00 .00 J. J. J. J^ Jp J. J^ NO wth Prs/Pi p Type Ch ****VrVr* 1 PIPE 1 PIPE 1 PIPE 1 .0 .0 CVEN-012-A-3.OUT 094 .4083 .0202 00 .35 2.08 17 .013 .00 .00 PIPE 112 949 224.144 .361 224 505 1 83 5 59 1 .49 224 99 .00 .51 1 28 1.500 .000 .00 1 .0 081 .4083 .0176 00 .36 1.95 17 .013 .00 .00 PIPE 113 030 224.177 .373 224 551 1 83 5 33 1 .44 224 99 .00 .51 1 30 1.500 .000 .00 1 .0 069 .4083 1 .0154 00 .37 1.83 17 .013 .00 .00 PIPE 113 099 224.206 .386 224 592 1 83 5 08 1 .40 224 99 .00 .51 1 31 1.500 .000 .00 1 .0 059 .4083 1 .0135 00 .39 1.71 17 .013 .00 .00 PIPE 113 158 224.230 .400 224 629 1 83 4 84 1 .36 224 99 .00 .51 1 33 1.500 .000 .00 1 .0 049 .4083 1 .0118 00 .40 1.60 17 .013 .00 .00 PIPE 113 206 224.250 .413 224 663 1 83 4 62 1 .33 224 99 .00 .51 1 34 1.500 .000 .00 1 .0 039 .4083 1 .0103 00 .41 1.50 17 .013 .00 .00 PIPE • FILE: CVEN-012-A-3.WSW W S P G W - CIVILDESIGN Version 14.06 program Package Serial Number: 1796 WATER SURFACE PROFILE LISTING llNE A-3 100 YEAR EVENT PAGE Date: 9-12-2011 Time: 2:26: 0 Vr *ft ft Vrft-ft* ***-*** VrVr **-**-****** Depth (FT) t********Vr************V t ********************************* VrVr *****************Vr********** ( Invert Station I Elev L/Elem Ch Slope water Elev Q (CFS) vel (FPS) vel Head SF Ave Energy Grd.El. HF Super Elev SE Dpth 113 246 224.266 .428 224 693 1 83 4 40 .30 224 99 .00 .51 1 35 1.500 .000 .00 1 .0 1 031 .4083 .0090 00 .43 1.40 17 .013 .00 .00 PIPE 113 1 277 224.278 .443 224 721 1 83 4 20 .27 224 99 .00 .51 1 37 1.500 .000 .00 1 .0 023 .4083 .0079 00 .44 1.31 17 .013 .00 .00 PIPE 113 301 224.288 .458 224 746 1 83 4 00 .25 225 00 .00 .51 1 38 1.500 .000 .00 1 .0 017 .4083 .0069 00 .46 1.23 17 .013 .00 .00 PIPE 113 1 317 224.295 .474 224 769 1 83 3 82 .23 225 00 .00 .51 1 39 1.500 .000 .00 1 .0 010 1 .4083 .0061 00 .47 1.15 17 .013 .00 .00 PIPE 113 1 327 224.299 .491 224 790 1 83 3 64 .21 225 00 .00 .51 1 41 1.500 .000 .00 1 .0 003 .4083 .0053 00 .49 1.07 17 .013 .00 .00 PIPE 113 1 330 224.300 .509 224 809 1 83 3 46 .19 225 00 .00 .51 1 42 1.500 .000 .00 1 .0 Critical Depth Froude N Flow Top width Norm Dp Height/ Dia. -FT "N" Base wt or I.D. x-Fall ZL ZR ******* NO Wth Prs/Pi p Type Ch page 4 D FILE: CVEN-012-A-3-1.WSW CVEN-012-A-3-1.OUT w S P G W - CIVILDESIGN Version 14.06 Program Package serial Number: 1796 WATER SURFACE PROFILE LISTING LINE A-3-1 100 YEAR EVENT Date: 9-12-2011 Time: PAGE 1 2:28:50 VrftftVfftftVrVf ft Vr***Vr*Vr****Vr*Vrftftftftftft* ************************** ***4Vr4*4ft**ftftftft4ftftVrVrVr****ftVr*Vr*ft44 ft Station L/Elem t ft Vr Vr Vf ft Vf * Vf Invert Elev Ch slope Vrft ft VrVr Vrft VrVr Depth (FT) water Elev ftft******* Q (CFS) vel (FPS) vel Head SF Ave ft-ftft Vrftftft Energy Grd.El. HF ft ft ft ft ft ft ft Super Elev SE Dpth Critical Depth Froude N ******** Flow Top Width Norm Dp Height/ Dia.-FT Base wt or I.D. X-Fall ftft44ftft4 ZL ZR 4*4-Vr* NO wth Prs/Pip Type Ch ******* 1002 000 209.190 1.440 210 630 .24 .31 .00 210 63 .00 .20 .00 1.000 .000 .00 1 .0 2 459 .1790 .0000 00 1.44 .00 .09 .013 .00 .00 PIPE 1004 459 209.630 1.000 210 630 .24 .31 .00 210 63 .00 .20 .00 1.000 .000 .00 1 .0 512 .1790 .0000 00 1.00 .00 .09 .013 .00 .00 PIPE 1004 971 209.722 .907 210 629 .24 .32 .00 210 63 .00 .20 .58 1.000 .000 .00 1 .0 300 .1790 .0000 00 .91 .05 .09 .013 .00 .00 PIPE 1005 271 209.775 .853 210 629 .24 .34 .00 210 63 .00 .20 .71 1.000 .000 .00 1 .0 247 .1790 .0000 00 .85 .06 .09 .013 .00 .00 PIPE 1005 518 209.820 .809 210 629 .24 .35 .00 210 63 .00 .20 .79 1.000 .000 .00 1 .0 216 .1790 .0000 00 .81 .07 .09 .013 .00 .00 PIPE 1005 734 209.858 .770 210 628 .24 .37 .00 210 63 .00 .20 .84 1.000 .000 .00 1 .0 194 .1790 .0001 00 .77 .07 .09 .013 .00 .00 PIPE 1005 929 209.893 .735 210 628 .24 .39 .00 210 63 .00 .20 .88 1.000 .000 .00 1 .0 178 .1790 .0001 00 .74 .08 .09 .013 .00 .00 PIPE 1006 107 209.925 .703 210 628 .24 .41 .00 210 63 .00 .20 .91 1.000 .000 .00 1 .0 164 .1790 .0001 00 .70 .09 .09 .013 .00 .00 PIPE 1006 271 209.954 .673 210 628 .24 .43 .00 210 63 .00 .20 .94 1.000 .000 .00 1 .0 153 .1790 .0001 00 .67 .10 .09 .013 .00 .00 PIPE 0 FILE: CVEN-012-A-3-1.WSW w S P G w - CIVILDESIGN Version 14.06 program Package serial Number: 1796 WATER SURFACE PROFILE LISTING LINE A-3-1 100 YEAR EVENT Date: 9-12-2011 Time: PAGE 2:28:50 fr*Vrft*VrVfVfVfVfVrftftft-ft-*Vr*Vr*******Vr*******44ft*ftft**ft***ft*********************************** t** ********* Vr 44*4**4* Vr ********** ( invert ( Station i Elev i Depth ( Water (FT) i Elev Q ( vel (CFS) ( (FPS) Vel ( Energy ( Super (Critical (Flow Top (Hei ght/(Base wt( Head i Grd.El.i Elev i Depth i width ioia.-FTior i.D.i ZL page 1 ******** (NO Wth i Prs/Pi p L/Elem t*Vr*Vr*ft-Vr* 1006.424 .143 1006.567 .135 1006.701 .126 1006.828 .120 1006.947 .113 1007.060 .107 1007.168 .102 1007.270 .097 1007.367 Ch Slope 209.982 .1790 210.007 .1790 210.031 .1790 210.054 .1790 210.075 .1790 210.096 .1790 210.115 .1790 210.133 .1790 210.151 .646 .620 .596 .573 ,551 ,530 .510 .492 .474 CVEN-012-A-3-1.OUT *44Vr*4* 210.628 .24 210.627 210.627 210.627 210.626 210.626 210.625 210.625 210.624 .24 .24 .24 .24 .24 .24 .24 .24 .45 .47 .49 .52 ,54 .57 .60 .62 .66 SF Ave .00 .0001 .00 .0001 .00 .0001 .00 .0001 .00 .0001 .01 .0002 .01 .0002 .01 .0002 .01 HF k * * * * 4 ft * 210.63 .00 210.63 .00 210.63 .00 210.63 .00 210.63 .00 210.63 .00 210.63 .00 210.63 .00 210.63 .092 .1790 • FILE: CVEN-012-A-3-1.WSW SE Dpth Vr * * * Vr ft- * .00 .65 .00 .62 .00 .60 .00 .57 .00 .55 .00 .53 .00 .51 .00 .49 .00 .0002 .00 .47 W S P G W - CIVILDESIGN Version 14.06 Program Package Serial Number: 1796 WATER SURFACE PROFILE LISTING LINE A-3-1 100 YEAR EVENT Froude N ***VrVr*ftft .20 .11 .20 .11 .20 .12 .20 .13 .20 .14 .20 .15 .20 .17 .20 .18 .20 .19 Norm Dp ft*Vr*VrVr** .96 .09 .97 .09 .98 .09 .99 .09 .99 .09 1.00 .09 1.00 .09 1.00 .09 1.00 N r ft-VrVr** 1.000 .013 1.000 .013 1.000 .013 1.000 .013 1.000 .013 1.000 .013 1.000 .013 1.000 .013 1.000 X-Fall !r***ftft* .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 ZR .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .0 Type ch * * Vc * * * * 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 .0 .09 .013 .00 .00 Date: 9-12-2011 Time: 2:28:50 PIPE PAGE Vr Vr Vf Vf Vr Vr Vr Vr Vr Vr Vf Vr * Vr * Vr Vr * Vr Vr Vr Vr Vf Vr Vf * Vr Vr Vr Vr Vr * Vr Vr * * Vr Vr Vr * Vr Vr * I Invert Station I Elev ( Depth ( Water ( (FT) ( Elev L/Elem Ich Slope ft- Vr * * Vr * * * ft- j * Vr * * * ft- * * * ( 1007.458 210.167 * Vc ***** Vf I Vf * Vc * * * * * * ***l ( .457 210.623 Q ( vel (CFS) ( (FPS) 4 * * Vf Vr Vr Vr ft Vf Vr Vr ft ft ft ft ft 4- Vr Vr Vr * * Vr Vr Vr Vr Vr ft ft Vf ft Vf Vf Vf ft Vf ft Vf Vr Vr Vr * * * * * * * * * Vr Vr Vr ft Vr Vr Vr Vr Vr Vr Vr Vr Vr * Vr Vr Vf Vr Vr Vr Vr * Vel Head ( ( Energy i.El. •(- Grd. .24 .69 SF Ave I HF 4 4-**-*** *****Vr*ft-* BOI 210B63 B087 I 1007.546 .1790 210.183 ( ( .440 210.623 .24 .72 .0003 ( .01 .00 210.63 Page 2 Super Elev Critical Depth Flow Top Width Height/(Base wt Dia.-FTior I.D. ZL NO wth Prs/Pi p SE Dpth **-***** Froude N 4******* Norm op *******Vr 1 "N" i X- **4Vr*** j *Vr* Fall ** Vc* ZR ***** Type Ch ******* .00 .20 1.00 1.000 ' .000 .00 1 .0 .46 1 .20 .09 .013 1 .00 .00 PIPE 1 .00 .20 .99 1 1.000 .000 .00 1 .0 CVEN-012-A-3-1.OUT 083 .1790 .0003 00 .44 .22 .09 .013 .00 .00 PIPE 1007 629 210.197 .425 210 622 .24 76 .01 210 63 .00 .20 .99 1.000 .000 .00 1 .0 079 .1790 .0003 00 .42 .23 .09 .013 .00 .00 PIPE 1007 708 210.212 .410 210 621 .24 79 .01 210 63 .00 .20 .98 1.000 .000 .00 1 .0 072 .1790 .0004 00 .41 .25 .09 .013 .00 .00 PIPE 1007 780 210.225 .395 210 620 .24 83 .01 210 63 .00 .20 .98 1.000 .000 .00 1 .0 HYDRAULIC JUMP 1007 780 210.225 .088 210 313 .24 7 09 .78 211 09 .00 .20 .57 1.000 .000 .00 1 .0 3 198 .1790 .1775 57 .09 5.12 .09 .013 .00 .00 PIPE 1010 978 210.797 .088 210 885 .24 7 05 .77 211 66 .00 .20 .57 1.000 .000 .00 1 .0 4 740 .1790 .1648 78 .09 5.08 .09 .013 .00 .00 PIPE 1015 718 211.645 .091 211 736 .24 6 73 .70 212 44 .00 .20 .58 1.000 .000 .00 1 .0 1 727 .1790 .1437 25 .09 4.76 .09 .013 .00 .00 PIPE 1017 445 211.954 .094 212 048 .24 6 41 .64 212 69 .00 .20 .58 1.000 .000 .00 1 .0 1 026 .1790 .1254 13 .09 4.46 .09 .013 .00 .00 PIPE • FILE: CVEN-012-A-3-1.WSW Vr * Vr Vr Vr Vr Vr Vr Vr Vr * Vr * W S P G w - CIVILDESIGN Version 14.06 program Package Serial Number: 1796 WATER SURFACE PROFILE LISTING LINE A-3-1 100 YEAR EVENT 'r *Vr* VrVr 4 VrVr ***Vr4VrVr****Vr**444*******Vr****** VrVr* Vr44VrVr**Vr*VrVr*VrVf ************* PAGE Date: 9-12-2011 Time: 2:28:50 ( Invert Station Elev L/Elem rr*VrVr**VrVrVr Ch Slope Depth (FT) 1018.471 212.138 .097 .712 1019.183 .534 1019.717 .420 1020.137 .1790 212.265 .1790 212.361 .1790 212.436 .100 .104 .107 water ( Elev ********* 212.235 Q (CFS) Vel (FPS) vel Head SF Ave VrVr*Vr*Vr* | Vr**VrVr** .24 6.11 Energy Grd.El. HF ***VrVr**Vr* Super Elev SE Dpth VrVr***** 212.366 212.465 212.543 .24 .24 .24 •(• .1094 5.83 .53 •(• .0955 5.56 .48 •(• .0833 5.30 .44 58 212.82 .08 212.89 .05 212.94 .04 212.98 Page 3 .00 .10 .00 .10 .00 .10 .00 Cri ti cal (Fl ow Top (Hei ght/ Depth width (Dia.-FT Froude N Vf Vf Vf * * * * * * ft- Vr 4 Vr 4 Vr Vr Vr * Vr Vr Vr * * * * * * Vr * Vr Vr Vr Vr Vr Base wt or I.D. Norm Dp **Vr***** .20 .59 4.19 B09 .20 .60 3.93 .09 .20 .61 3.68 .09 .20 .62 N VrVr*VrVr*Vr 1.000 .013 1.000 .013 1.000 .013 1.000 X-Fall VrVr***** .000 .00 .000 .00 .000 .00 .000 ZL ZR 4**4 .00 .00 .00 .00 .00 .00 .00 4VrVr**Vr** NO wth Prs/Pi p Type Ch Vf * * ft- * * * 1 .0 PIPE 1 PIPE 1 PIPE 1 .0 CVEN-012-A-3-1.OUT 340 .1790 .0727 02 .11 3.45 .09 .013 .00 .00 PIPE 1020 477 212.497 .111 212 608 .24 5 05 .40 213 00 .00 .20 .63 1.000 .000 .00 1 .0 280 .1790 .0634 02 .11 3.24 .09 .013 .00 .00 PIPE 1020 757 212.547 .114 212 662 .24 4 82 .36 213 02 .00 .20 .64 1.000 .000 .00 1 .0 234 .1790 .0553 01 .11 3.04 .09 .013 .00 .00 PIPE 1020 992 212.589 .118 212 707 .24 4 59 .33 213 04 .00 .20 .65 1.000 .000 .00 1 .0 198 .1790 .0483 01 .12 2.85 .09 .013 .00 .00 PIPE 1021 190 212.625 .122 212 747 .24 4 38 .30 213 04 .00 .20 .65 1.000 .000 .00 1 .0 168 .1790 .0422 01 .12 2.67 .09 .013 .00 .00 PIPE 1021 358 212.655 .126 212 781 .24 4 18 .27 213 05 .00 .20 .66 1.000 .000 .00 1 .0 144 .1790 .0368 01 .13 2.50 .09 .013 .00 .00 PIPE D FILE: CVEN-012-A-3-1.WSW Vc Vr Vf * * Vf * Vf Vr * * * Vc Vc * Vf Vr Vf Vr w S P G w - CIVILDESIGN Version 14.06 program Package Serial Number: 1796 WATER SURFACE PROFILE LISTING LINE A-3-1 100 YEAR EVENT rVr***********Vr*****ftftftftftftft*******VrVr**VrVr444******Vr****44*VrVr*4***VrVr*****Vr** PAGE Date: 9-12-2011 Time: 2:28:50 Station L/Elem^ ^ Invert Elev Ch slope 1021.501 212.680 Depth (FT) Water El ev Vf Vr * Vr Vr * Vr Vr Vr Vr Vr: .130 212.811 .123 1021.625 .105 1021.729 .090 1021.819 .076 1021.896 .064 1021.960 .054 .1790 212.702 .1790 212.721 .1790 212.737 .1790 212.751 .1790 212.762 .1790 .135 .139 .144 .149 .154 212.837 212.860 212.881 212.900 212.916 Q (CFS) Vel (FPS) vel Head .24 VVrVr*Vr*ft 3.98 .24 .24 .24 .24 .24 3.80 3.62 3.45 3.29 3.14 SF Ave Vr Vr ft ft Vr * * .25 .0321 .22 .0280 .20 .0245 .18 .0214 .17 .0187 .15 .0163 Energy Grd.El. HF ft Vrft Vrft**** 213.06 .00 213.06 .00 213.06 .00 213.07 .00 213.07 .00 213.07 Super Elev SE Dpth ft ft ft * Vr * * .00 critical Depth Froude N ftftftVrftVrftVr .00 page 4 .13 .00 .13 .00 .14 .00 .14 .00 .15 .00 .15 .20 2.35 .20 2.20 .20 2.06 .20 1.93 .20 1.81 .20 1.70 *Vr*Vr VrVr VrVr Flow Top width r Vr Vr * * * Vr Vr Vr Vr Vr 4 4 Vr Vr Vr Vr * Norm Dp ******** .67 .09 .68 .09 .69 .09 .70 .09 .71 .09 .72 .09 Height/ Dia.-FT "N" lr4Vr4*VrVr 1.000 .013 1.000 .013 1.000 .013 1.000 .013 1.000 .013 1.000 .013 Base wt or I.D. x-Fall Vr 4 4 VrVr VrVr ZL ZR t * * 4 4 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 * * 4 4 * * Vr * No wth Prs/Pi p Type ch *****4Vr 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 PIPE 1 PIPE .0 CVEN-012-A-3-1.OUT 1022 014 2X1.m B159 212 931 .24 2 99 t .14 213.07 .00 .20 .73 1.000 .000 .00 1 .0 044 .1790 1 .0142 .00 .16 1.59 .09 .013 .00 .00 PIPE 1022 058 212.780 .164 212 944 .24 2 85 1 .13 213.07 .00 .20 .74 1.000 .000 .00 1 .0 036 .1790 1 .0124 .00 .16 1.49 .09 .013 .00 .00 PIPE 1022 094 212.786 .170 212 956 .24 2 72 .11 213.07 .00 .20 .75 1.000 .000 .00 1 .0 028 .1790 1 .0108 .00 .17 1.40 .09 .013 .00 .00 PIPE • FILE: CVEN-012-A-3-1.WSW W S P G W - CIVILDESIGN Version 14.06 Program package Serial Number: 1796 WATER SURFACE PROFILE LISTING Date: 9-12-2011 Time: LINE A-3-1 100 YEAR EVENT * * Vr Vr * * Vr Vf Vf Vf Vr Vf ft- * * * Vr * * * ft ft Vr * * Vr * invert ( Depth Elev (FT) 4**4ftftftftftVr*** Station L/Elem Ch Slope Vr44*Vr*4Vr4 water Elev Q (CFS) VrVrVr*ftftftftft vel (FPS) vel Head SF Ave VrftVfVfVrftVf I **Vr*Vr** 4******ftftftftftftftftft**Vr**VrVrVfVf ***VrVrVr******VrVr*******VrftVrVrVrVrft Vf ft Vr Height/ Dia.-FT Energy Grd.El HF 'r Vr * * * Vr Vr Vr Vr 1022 122 212.791 .175 212 967 .24 2 59 1 .10 213 07 .00 .20 .76 1.000 .000 021 .1790 .0095 00 .18 1.31 .09 .013 .00 1022 143 212.795 .181 212 976 .24 2 47 1 .09 213 07 .00 .20 .77 1.000 .000 015 .1790 .0083 00 .18 1.23 .09 .013 .00 1022 158 212.798 .187 212 985 .24 2 36 1 .09 213 07 .00 .20 .78 1.000 .000 009 .1790 .0072 00 .19 1.15 .09 .013 .00 1022 170 212.800 .201 213 001 .24 2 13 -1- .07 213 07 .00 .20 .80 1.000 .000 Super (Critical Elev Depth SE Dpth ******* Froude N **Vr****Vf Flow Top Width Norm Dp VrVr****** "N" frVr**** Base wt or I.D. x-Fall ******* ZL ZR *ftftftVr .00 .00 .00 .00 .00 .00 .00 PAGE 6 2:28:50 No Wth Prs/Pi p Type ch ftft Vr**** 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 page 5 D FILE: cven-012-a-4.WSW cven-012-a-4.OUT W S P G W - CIVILDESIGN Version 14.06 Program package Serial Number: 1796 WATER SURFACE PROFILE LISTING LINE A-4 100 YEAR EVENT Date:11-16-2011 Time: PAGE 1 9:19: 2 * Vr * * * Vf Vf * ft Vr ft ft Vr Vr Vr ft i lr Vr ft Vf Vf Vf Vr Vr ft- ft Vr Vr * * * Vr * Vr * Vr Vr Vr Vr Vr Vr Vr * * Vr Vr Vr Vr Vr Vr * Vr * Vr * * Vr Vr Vr Vr Vr * * Vr Vr Vr ft Vr Vr Vr Vr Vr Vr Vr 4 Vr Vr Vr Vr * * Vf Vr Vr * Vr * Vr Vr Vr * Vr Vr Vr Vr * * * * * Vr Vr * Vr Vr Vr V Station L/Elem 4******** 2 000 211.500 .550 212 050 .96 2 17 .07 212 12 .00 .41 .99 1.000 .000 .00 1 .0 406 .0201 .0023 00 .55 .57 .30 .013 .00 .00 PIPE 2 406 211.508 .529 212 037 .96 2 27 .08 212 12 .00 .41 1.00 1.000 .000 .00 1 .0 HYDRAULIC Invert Elev Ch Slope ********* JUMP Depth (FT) ******** Water Elev ********* Q (CFS) i******ftft vel (FPS) vel Head ***VrVf** SF Ave ******* Energy Grd.El. HF Super Elev SE Dpth Critical Depth Froude N ******** Flow Top Width Norm Dp .j. Jp J. .j. J. J. J. J. Height/ Base wt Dia.-FT or I.D. x-Fall 2 406 211.508 .307 211 815 .96 4 70 .34 212 16 .00 .41 .92 1.000 .000 .00 1 .0 1 767 .0201 .0171 03 .31 1.76 .30 .013 .00 .00 PIPE 4 173 211.544 .310 211 853 .96 4 63 .33 212 19 .00 .41 .92 1.000 .000 .00 1 .0 4 412 .0201 .0157 07 .31 1.73 .30 .013 .00 .00 PIPE 8 585 211.632 .321 211 953 .96 4 42 .30 212 26 .00 .41 .93 1.000 .000 .00 1 .0 2 562 .0201 .0137 04 .32 1.61 .30 .013 .00 .00 PIPE 11 146 211.684 .332 212 016 .96 4 21 .28 212 29 .00 .41 .94 1.000 .000 .00 1 .0 1 647 .0201 .0120 02 .33 1.51 .30 .013 .00 .00 PIPE 12 793 211.717 .344 212 061 .96 4 02 .25 212 31 .00 .41 .95 1.000 .000 .00 1 .0 1 109 .0201 .0106 01 .34 1.41 .30 .013 .00 .00 PIPE 13 901 211.739 .356 212 095 .96 3 83 .23 212 32 .00 .41 .96 1.000 .000 .00 1 .0 739 .0201 .0092 01 .36 1.32 .30 .013 .00 .00 PIPE 14 640 211.754 .369 212 123 .96 3 65 .21 212 33 .00 .41 .96 1.000 .000 .00 1 .0 461 .0201 .0081 00 .37 1.23 .30 .013 .00 .00 PIPE a FILE: cven-012-a-4.wsw w s p G w - CIVILDESIGN Version 14.06 Program Package Serial Number: 1796 WATER SURFACE PROFILE LISTING LINE A-4 100 YEAR EVENT ZL ZR 44444Vrft-Vr NO Wth Prs/Pip Type Ch **Vr**** PAGE Date:11-16-2011 Time: 9:19: Vr ******* Vrft-********** Vr ************ Vr*****V I invert ( Depth ( water | Station I Elev i (FT) (Elev ( t** Vr ****** Vr* 4-*********** Vr ft-******* Q ( vel (CFS) ( (FPS) Vel ( Energy | super j Cri ti cal | Flow Top (Hei ght/(Base wt| Head ( Grd.El.I Elev | Depth i width ioia.-FTior i.D.j ZL Page 1 ********** Vr**Vr*ftft44*** ft-* ft-ft** Vr* *****Vrft-ft- (NO Wth (Prs/Pi p cven-012-a-4.oUT 'Elem 1- Ich slope j -- -ft ftft - ftftftftft*ftVr* --1 ^** 1 SF Ave Vr*VrVr*** HF Jp Jp J. .jj JJ '.f. J. J. J. 1- (SE Dpth I ******* Froude N 4**Vr**** Norm Dp Vr*Vr**Vr** "N" x-Fall **Vr***4 ZR Vr4444 1 iType Ch |4****** 15.101 211.763 .382 212 145 .96 3 48 1 .19 212.33 i .00 1 .41 .97 1.000 .000 .00 1 1 1 .0 .255 1 .0201 .0071 .00 1 .38 1.15 .30 .013 .00 .00 ( - PIPE 1 15.356 1 211.768 .396 212 164 .96 3 32 1 .17 212.34 1 .00 1 .41 .98 1.000 .000 .00 1 1 t .0 .084 1 .0201 1 .0062 .00 1 .40 1 1.08 .30 .013 .00 .00 1 -PIPE 1 15.440 1 211.770 .411 212 181 .96 3 15 .15 212.M 1 .00 .41 .98 1.000 .000 .00 1 1 .0 Page 2 • FILE: cven-012-a-5.WSW cven-012-a-5.OUT w s p G w - CIVILDESIGN Version 14.06 Program Package Serial Number: 1796 WATER SURFACE PROFILE LISTING LINE A-5 100 YEAR EVENT Date:11-16-2011 Time; PAGE 1 9:19:40 :r * Vr * * ft Vr ft ft Vr ft- * Vr ft * * * * * Vr • •VrVfVr*******' *******Vr***ftft VrVr*ftft**VrVrVr****Vf ftftftftft***Vr***ftft*********Vr**Vr*****VcVc****444*****Vr*Vr***** Station L/Elem Invert Elev Ch Slope *****VrVr4* Depth (FT) n FILE: cven-012-a-5 ( Invert Station i Elev Water Elev Q (CFS) vel (FPS) vel Head SF Ave t**ftftft* Energy Grd.El. HF ***Vr***4Vr Super Elev SE Dpth Critical Depth Froude N ******** Flow Top Width Norm Dp 2 000 212.000 .183 212 183 .36 3 67 .21 212 .39 .00 .25 .77 1.000 .000 .00 1 .0 291 .0200 .0193 .01 .18 1.82 .18 .013 .00 .00 PIPE 2 291 212.006 .183 212 188 .36 3 67 .21 212 .40 .00 .25 .77 1.000 .000 .00 1 .0 6 725 .0200 .0181 .12 .18 1.82 .18 .013 .00 .00 PIPE 9 016 212.140 .189 212 329 .36 3 50 .19 212 52 .00 .25 .78 1.000 .000 .00 1 .0 2 588 .0200 .0158 04 .19 1.70 .18 .013 .00 .00 PIPE 11 604 212.192 .195 212 387 .36 3 34 .17 212 56 .00 .25 .79 1.000 .000 .00 1 .0 1 470 .0200 .0138 02 .20 1.59 .18 .013 .00 .00 PIPE 13 074 212.221 .202 212 423 .36 3 18 .16 212 58 .00 .25 .80 1.000 .000 .00 1 .0 930 .0200 .0121 01 .20 1.49 .18 .013 .00 .00 PIPE 14 004 212.240 .209 212 449 .36 3 03 .14 212 59 .00 .25 .81 1.000 .000 .00 1 .0 633 .0200 .0105 01 .21 1.40 .18 .013 .00 .00 PIPE 14 637 212.253 .216 212 468 .36 2 89 .13 212 60 .00 .25 .82 1.000 .000 .00 1 .0 408 .0200 .0092 00 .22 1.31 .18 .013 .00 .00 PIPE 15 046 212.261 .223 212 484 .36 2 76 .12 212 60 .00 .25 .83 1.000 .000 .00 1 .0 262 .0200 .0081 00 .22 1.23 .18 .013 .00 .00 PIPE 15 308 212.266 .231 212 497 .36 2 63 .11 212 60 .00 .25 .84 1.000 .000 .00 1 .0 143 .0200 .0070 00 .23 1.15 .18 .013 .00 .00 PIPE Height/ Base wt Dia.-FT or I.D. "N" ******* X-Fall ZL ZR ***** * Vr * * ft- Vr Vr Vr NO Wth Prs/Pi p Type Ch ******* WSW w s p G w - CIVILDESIGN Version 14.06 program Package Serial Number: 1796 WATER SURFACE PROFILE LISTING LINE A-5 100 YEAR EVENT PAGE 2 Date:11-16-2011 Time: 9:19:40 f *Vr*ft4Vr*Vr*** ft-***Vr** ****** ft- I Q ( (CFS) Depth ( Water (FT) i Elev *-***** VrVr***** I vel ( (FPS) 4******** t*****44 !f**********ft-**ftft********ft-*Vf***i vel 1 Energy j Super (Critical (Flow Top (Height/(Base wt( Head ( Grd.El.I Elev ( Depth ( width ioia.-FTior i.D.i ZL Page 1 Vr**Vr**** (NO Wth i Prs/Pi p cven-012-a-5.OUT L/Elem^ ^ ch Slope * * Vf Vf Vr * * * Vc * * * * * Vc * Vr 15.452 212.269 * * * * * Vc * * * * Vc * * * * * 1 SF Ave Vc Vf Vf * * * * I Vf * * * * Vr Vc •(• .048 I 15.500 •I- .238 212.507 •(- .0200 212.270 •(- •(- ( .248 212.518 -(• .36 2.51 .10 •(-•(• HF (SE Dpth **VrVrVr**44 j 4*VrVr*VrVr ( 212.61 .00 •(• .0061 .36 2.38 ( .00 .09 212.61 -(-•(• .24 .00 Froude N(Norm Dp *******Vr I *Vf***VrVrVr ( 25 .85 •(• "N Vr**Vr*** 1.000 X-Fall ****** ft ZR Vr Vrftftft .000 .00 Type Ch *** Vr*** .0 1.08 .25 .18 .86 .013 ( ( 1.000 •(- -(• •(• .00 I .000 .00 PIPE •(- .00 ( .0 Page 2 Q FILE: cven-012-a6.WSW cven-012-a6.OUT w s p G w - CIVILDESIGN Version 14.06 program package serial Number: 1796 WATER SURFACE PROFILE LISTING LINE A-7 100 YEAR EVENT Date:11-16-2011 Time: PAGE 1 9:18:23 * ft ft Vr Vr ft * * * Vr Vr Vf Vf Vr Vr * Vr ft- Vr * * * * * ft * ft 4 • Station L/Elem Invert Elev Ch Slope Vr * Vr ft-Vf VrVr VrVr 1002.000 208.670 1.496 1003.496 1.013 1004.509 .583 1005.092 .475 1005.566 .410 1005.977 .365 1006.341 .290 1006.631 HYDRAULIC 1006.631 .1342 208.871 .1342 209.007 .1342 209.085 .1342 209.149 .1342 209.204 .1342 209.253 .1342 209.291 JUMP 209.291 Depth (FT) !r ****************** *******44*********4*****************************ft 4***********44444 ft 4444 'f ft VrVrftVrft Water Elev ********* Q (CFS) ********* 1.700 210.370 Vel (FPS) vel Head 2.28 Vr*ftft44Vr 1.29 1.500 1.361 1.280 1.214 1.155 1.103 1.055 .270 D .860 .1342 FILE: cven-012-a6.WSW 210.371 210.368 210.365 210.362 210B359 210.355 210.346 209.561 2.28 2.28 2.28 2.28 2.28 2.28 2.28 2.28 1.29 1.35 1.42 1.49 1.56 1.64 1.72 10.57 SF Ave Energy Grd.El. HF Vr 4 ft * * * * * * .03 210.40 Super Elev SE Dpth ******* .00 Critical Depth .0005 .03 .0004 .03 .0004 .03 .0005 .03 .0005 .04 .0006 .04 .0006 .05 1.73 .00 210.40 .00 210.40 .00 210.40 .00 210.40 .00 210.40 .00 210.40 .00 210.39 211.30 1.70 .00 1.50 .00 1.36 .00 1.28 .00 1.21 .00 1.16 .00 1.10 .00 .00 Froude N ******** .57 Flow Top Width .00 .57 .00 ,57 .17 ,57 .20 .57 .23 .57 .26 ,57 .28 ,57 .57 .0889 .08 .27 w s P G W - CIVILDESIGN Version 14.06 Program Package Serial Number: 1796 WATER SURFACE PROFILE LISTING LINE A-7 100 YEAR EVENT Norm Dp *4VrVr4*** .00 Height/ Base Wt Dia.-FT or I.D. "N" ******* 1.500 X-Fall Vr***Vf4Vf .000 .25 .00 .25 .87 .25 1.06 .25 1.18 .25 1.26 .25 1.32 B25 1.37 1.15 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 1.500 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .000 ZL ZR *Vr*VrVr .00 .00 .00 .00 .00 .00 .00 BOO BOO .00 .00 .00 .00 .00 .00 .00 *VrVr***4 No wth Prs/Pi p Type Ch *VrVr*Vf VrVr 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 .0 .0 .0 .0 .0 .0 .30 .25 .013 .00 .00 Date:11-16-2011 Time: 9:18:23 PIPE PAGE Vr * * * * * * Vr Vr * * * * * * Vr Vr * ft ( Invert Station I Elev •*ft*4Vr****VrVr**VrVr*****ft-VrVrVr*4i Depth ( water | Q (FT) (Elev I (CFS) ff 4*****************4 Vr4****Vr*VrVrVr**4VcVc*****VrVrVr****4***********VrVrVrVri vel (FPS) ****Vr***VrV vel Head Energy ( Grd.El. ( Page 1 Super (Critical I Flow Top(Height/(Base wt( Elev ( Depth I width iDia.-FTior IBD.I ZL * * * * * Vr * * (NO Wth I Prs/Pip cven-012-a6.OUT L/Elem Vr Vr Vr Vr Vr Vf Vf Vr Vr 1007.491 2.367 1009.858 1.815 1011.673 1.445 1013.119 1.180 1014.299 .979 1015.277 .821 1016.098 .695 1016.793 .591 1017.384 Ch Slope 4**ftVrVf444 209.407 .1342 209.724 .1342 209.968 .1342 210.162 .1342 210.320 .1342 210.452 .1342 210.562 .1342 210.655 .1342 210.734 444****** *******Vr* .279 209.685 2.28 .288 .298 .308 .318 .329 .340 .352 .364 210.012 210.266 210.470 210.639 210.781 210.902 211.007 211.098 2.28 2.28 2.28 2.28 2.28 2.28 2.28 2.28 ff ***Vr4Vr 10.07 9.60 9.16 8.73 8.32 7.94 7.57 7.22 6.88 SF Ave * * * * Vr * * •(• HF ft*****Vf** 1.58 211.26 .0776 1.43 .0678 1.30 .0593 1.18 .0518 1.08 .0453 .98 .0396 .89 .0346 .81 .0302 .73 .18 211.44 .12 211.57 .09 211.65 .06 211.71 .04 211.76 .03 211.79 .02 211.82 .02 211.83 SE Dpth ****Vr*Vr .00 .28 .00 .29 .00 .30 .00 .31 .00 .32 .00 .33 .00 .34 .00 .35 .00 . 504 .1342 • FILE: cven-012-a6.wsw .0265 .01 .36 w s P G W - CIVILDESIGN Version 14.06 program Package Serial Number: 1796 WATER SURFACE PROFILE LISTING LINE A-7 100 YEAR EVENT Froude N Vr******* .57 4.03 .57 3.78 .57 3.54 .57 3.31 .57 3.10 .57 2.91 .57 2.72 .57 2.55 .57 2.39 Norm Dp *******Vr 1.17 .25 1.18 .25 1.20 .25 1.21 .25 1.23 .25 1.24 .25 1.26 .25 1.27 .25 1.29 "N" Vf Vf Vr Vr * * * 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 X-Fall ****** Vr ZR Vr*VrVr* .000 .00 Type Ch *****Vr* .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 BOO .000 .00 .000 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 .0 .0 .0 .0 .0 PIPE PAGE fr * * * Vc Vf Vc Vc Vf Vc Vr * * Vc Vc Vf Vc Vc Vc Vc Vc * Vc * * * Vc Vc Vf * Vc * Vc * * * Vr * Vr * * * * * Vc Vc * * Vc Vc Vc * * * * Vf * * * * Vc Vc * * * * * * * Vc V .25 .013 .00 .00 Date:11-16-2011 Time: 9:18:23 fr**VrVr**********Vr**Vr**ft Vr4Vr4ftft VrVrVrftftft Vr ftftftft VrVrft* Station 1 invert 1 Elev 1 Depth (FT) water Elev Q (CFS) vel (FPS) vel Head Energy Grd.El. Super Elev Critical Depth Flow Top width Height/ Dia.-FT Base wt or I.D. ZL NO wth Prs/Pip L/Elem 1 |ch slope I ********* Vc * * Vf Vr Vf Vf Vf ********* *VrVr****VrVr *ftftft VrVrVr SF Ave HF SE Dpth Vrft VrVr*** Froude N Vr*VrVr***ft Norm Dp 444****Vr "N" VrVr*Vr*** x-Fall ******* ZR 4**Vr* Type Ch Vr Vr Vr Vr Vr Vr Vr 1017.888 210.802 I .377 211.178 2.28 6.56 .67 211.85 .00 .57 1.30 1.500 .000 .00 1 .0 .431 1 .1342 .0231 .01 .38 2.24 .25 .013 BOO .00 PIPE 1018.319 210.860 .390 211.249 2.28 6.25 .61 211.86 .00 .57 1.32 1.500 BOOO .00 1 .0 Page 2 cven-012-a6.OUT 366 .1342 .0202 01 .39 2.09 25 .013 .00 .00 PIPE 1018 .685 210.909 .403 211 312 2 28 5 .96 .55 211 86 .00 .57 1 33 1.500 .000 .00 1 .0 312 .1342 .0177 01 .40 1.96 25 .013 .00 .00 PIPE 1018 997 210.951 .417 211 368 2 28 5 69 .50 211 87 .00 .57 1 34 1.500 .000 .00 1 .0 262 .1342 .0155 00 .42 1.83 25 .013 .00 .00 PIPE 1019 259 210.986 .431 211 417 2 28 5 42 .46 211 87 .00 .57 1 36 1.500 .000 .00 1 .0 219 .1342 .0136 00 .43 1.72 25 .013 .00 .00 PIPE 1019 478 211.015 .447 211 462 2 28 5 17 .41 211 88 .00 .57 1 37 1.500 .000 .00 1 .0 181 .1342 .0119 00 .45 1.61 25 .013 .00 BOO PIPE 1019 658 211.039 .462 211 502 2 28 4 93 .38 211 88 .00 .57 1 39 1.500 .000 BOO 1 .0 146 .1342 .0104 00 .46 1.50 25 .013 .00 .00 PIPE 1019 805 211.059 .478 211 537 2 28 4 70 .34 211 88 .00 .57 1 40 1.500 .000 .00 1 .0 114 .1342 .0091 00 .48 1.41 25 .013 .00 .00 PIPE 1019 919 211.074 .495 211. 570 2 28 4 48 .31 211 88 .00 .57 1 41 1.500 .000 .00 1 .0 086 .1342 .0080 00 .50 1.31 25 .013 .00 .00 PIPE • FILE: cven-012-a6BWSW w S P G w - CIVILDESIGN Version 14.06 Program Package serial Number: 1796 WATER SURFACE PROFILE LISTING LINE A-7 100 YEAR EVENT PAGE 4 Date:11-16-2011 Time: 9:18:23 fr * Vr Vc Vr Vr * Vr Vr Vr ^ ff Vr * Vc Vc * Vc * Vc * Vc Vc Vf * Vr Vr Vr * * * Vc Vc Vc * * Vr Vr Vr * Vr Vr * * * Vr * * * Vr * Vr Vr Vf Vf * Vr * * Vf * * Vc Vf Vr Vr Vr * Vr Vr Vr Vf Vf Vc Vc Vc Vr Vr * * Vf * * Vr Vf Vc * Vc Vc Vc * Vr Vr * Vr * * V; Page 3 station invert Elev Depth (FT) water Elev Q (CFS) vel (FPS) vel ( Head j Energy Grd.El. Super Elev Critical Depth Flow Top wi dth Height/ Dia. -FT Base Wt or I.D. ZL No wth Prs/Pi p L/Elem ch Slope Vr Vf Vf Vr Vr * Vr Vf ********ft- 211.599 *****ftftft* 2.28 VrVrVr***Vr 4.27 SF Ave( *****44 - .28 HF SE Dpth Froude N 4 * ft * * * * * .57 Norm Dp Vr Vr * Vr Vr Vr Vr * 1.42 "N" *****VrVr 1.500 X-Fall *****Vf ft .000 ZR Type Ch ft VrVr* VrVr* 1 .0 1020.005 211.086 .513 ********ft- 211.599 *****ftftft* 2.28 VrVrVr***Vr 4.27 SF Ave( *****44 - .28 211.88 .00 Froude N 4 * ft * * * * * .57 Norm Dp Vr Vr * Vr Vr Vr Vr * 1.42 "N" *****VrVr 1.500 X-Fall *****Vf ft .000 .00 Type Ch ft VrVr* VrVr* 1 .0 .059 .1342 .0070 .00 .51 1.23 .25 .013 .00 .00 PIPE 1020.064 211.094 .531 211.625 2.28 4.07 .26 211.88 .00 .57 1.43 1.500 .000 .00 1 .0 .034 .1342 .0061 .00 .53 1.15 .25 .013 .00 .00 PIPE 1020.098 211.098 .550 211.648 2.28 3.88 .23 211.88 .00 .57 1.45 1.500 .000 .00 1 .0 .012 .1342 .0054 .00 .55 1.07 .25 .013 .00 .00 PIPE 1020.110 211.100 .571 211.671 2.28 3.69 .21 211.88 .00 .57 1.46 1.500 .000 .00 1 .0 cven-012-a6.OUT Page 4 • FILE: CVEN-012-C-7.WSW CVEN-012-A-7.OUT w s P G w - CIVILDESIGN Version 14.06 program package serial Number: 1796 WATER SURFACE PROFILE LISTING LINE A-6 100 YEAR EVENT Date: 9-12-2011 Time: 'r * * ft * * Vr Vr * Vr * Vr Vr ft- Vr * Vr ft ft ft Vr ft ft Vr ft ft Vr ft Vr ft * Vr Vr ftftftft ft Vr ft ft ft ft * 4 * V invert Depth water Q Station ( Elev (FT) Elev (CFS) L/Elem 4Vr*VrVr*Vr*Vr 1002.000 5.260 1007.260 .631 1007.891 .852 1008.743 .494 1009.237 .404 1009.641 .352 1009.993 .314 1010.307 .286 1010.593 Ch slope .f. J. J. J. J. J. Jp J, 208.670 .0190 208.770 .1608 208.872 .1608 209.008 .1608 209.088 .1608 209.153 .1608 209.209 .1608 209.260 .1608 209.306 ff ****** 1.700 210.370 ********* 1.68 ffVr***** vel (FPS) fr * * Vr * * Vr Vr Vr Vr * * Vr * * ft Vr * * Vr * Vr Vr Vr * * ft Vr Vr Vr Vr Vr V vel Head 1.601 1.500 1.361 1.280 1.214 1.155 1.103 1.055 .262 .1608 n FILE: CVEN-012-C-7.WSW 210.371 210.372 210.369 210.368 210.366 210.365 210.363 210.360 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 .95 .95 .95 1.00 1.05 1.10 1.15 1.21 1.27 SF Ave r****** .01 .0003 .01 .0003 .01 .0002 .02 .0002 .02 .0003 .02 .0003 .02 .0003 .02 .0003 .02 Energy Grd.El . HF * * 4 * * * * * ft 210.38 .00 210.39 .00 210.39 .00 210.38 .00 210.38 .00 210.38 .00 210.39 .00 210.39 .00 210.39 Super Elev SE Dpth ******* .00 1.70 .00 1.60 .00 1.50 .00 1.36 .00 1.28 .00 1.21 .00 1.16 .00 1.10 .00 Critical Depth Froude N .49 Flow Top Width .0004 .00 1.05 W S P G W - CIVILDESIGN Version 14.06 Program package Serial Number: 1796 WATER SURFACE PROFILE LISTING LINE A-7 100 YEAR EVENT .00 .49 .00 .49 .00 .49 .13 .49 .15 .49 .17 .49 .19 .49 .21 .49 .23 Norm Dp Vr****VrVr* .00 .34 .00 .20 .00 .20 .87 .20 1.06 .20 1.18 .20 1.26 .20 1.32 .20 1.37 *****VrVr ********* Height/(Base wt Dia.-FTior I.D N * * ft * * 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 X-Fall ******* .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .20 .013 ZL ZR PAGE 1 2:58: 8 *Vr***Vr* No Wth Prs/Pip Type Ch ***** .00 1 .0 .00 PIPE .00 1 .0 .00 PIPE .00 1 .0 .00 PIPE .00 1 .0 .00 PIPE .00 1 .0 .00 PIPE .00 1 .0 .00 PIPE .00 1 .0 .00 PIPE .00 1 .0 .00 PIPE .00 1 .0 .00 PIPE PAGE 2 Ti me: 2:58: 8 ff * * Vf * * * * Vf * * ft * * Vr Vr Vr Vr Vr Vr Vr * * Vr * Vr * * * Vr ft- * * * * * Vr ft ft Vf ft ft * Vr * * Vr * * Vf * * * * * Vr * * * * * * Vr Vr 4 4 4 4 4 4 4 4 ft- I invert ( Depth ( water ( Q ( vel vel Station (Elev ( (FT) (Elev ( (CFS) ( (FPS) Head Page 1 fr***VfVf*Vr***Vr***** Energy | Super (critical(Flow Top(Height/(Base wt( Grd.El. I Elev I Depth i width ioia.-FTior i.D.i ZL 44Vr44444 (NO Wth i Prs/Pi p CVEN-012-A-7.0UT L/Elem Vrft ft Vrft Vrft* Ch Slope -- ****** *** it iti! it it if' '** * * * ft V -**, SF Ave it it it it it it it HF SE^ppth Froude N VrVr***** ft Norm Dp Vr * ft * Vr * Vr * "N" 1^X-Fall ZR Vr * * * * Type Ch it it it it it it it 1010.855 209.348 1.010 210. 358 1 68 1 33 .03 210.39 .00 .49 1.41 1.500 .000 .00 1 .0 B241 .1608 .0004 .00 1.01 .25 .20 .013 .00 .00 PIPE 1011.096 209.387 .969 210. 355 1 68 1 39 .03 210.39 .00 .49 1.43 1.500 .000 .00 1 .0 .224 .1608 .0005 .00 .97 .27 .20 .013 .00 .00 PIPE 1011.320 209.423 .930 210. 352 1 68 1 46 .03 210.39 .00 .49 1.46 1.500 .000 .00 1 .0 .154 .1608 .0005 .00 .93 .29 .20 .013 .00 .00 PIPE 1011.474 209.447 .893 210. 341 1 68 1 53 .04 210.38 .00 .49 1.47 1.500 .000 .00 1 .0 HYDRAULIC JUMP 1011 474 209.447 .232 209 679 1 68 9 67 1.45 211 13 .00 .49 1 08 1.500 .000 .00 1 .0 1 107 .1608 .0893 10 .23 4.26 20 .013 .00 .00 PIPE 1012 581 209.625 .240 209 865 1 68 9 21 1.32 211 18 .00 .49 1 10 1.500 .000 .00 1 .0 1 348 .1608 .0779 11 .24 3.99 20 .013 .00 .00 PIPE 1013 929 209.842 .248 210 090 1 68 8 78 1.20 211 29 .00 .49 1 11 1.500 .000 .00 1 .0 1 085 .1608 .0680 07 .25 3.74 20 .013 .00 .00 PIPE 1015 014 210.017 .256 210 273 1 68 8 38 1.09 211 36 .00 .49 1 13 1.500 .000 .00 1 .0 892 .1608 .0594 05 .26 3.50 20 .013 .00 .00 PIPE 1015 906 210.160 .265 210 425 1 68 7 99 .99 211 41 .00 .49 1 14 1.500 .000 .00 1 .0 745 .1608 .0519 04 .26 3.28 20 .013 .00 .00 PIPE • FILE: CVEN-012-C-7.WSW w s p G w - CIVILDESIGN Version 14.06 Program Package serial Number: 1796 WATER SURFACE PROFILE LISTING LINE A-7 100 YEAR EVENT PAGE Date: 9-12-2011 Time: 2:58: 8 Station Invert ( Elev i 1 Vf Vf Vr Vr * * Vc % Depth (FT) V ft Vr ft Vr ft Vr Vr Vr Vr' Water Elev ^ * * Vr Vr Vc * * Vc Vc Q (CFS) tit it it it it it iti vel (FPS) tit it it it it it it •> vel Head i it it it it it it it it it ^ Energy Grd.El. •t it it it it it it it it it it it it it it it it i Super (Critical Elev 1 Depth 1 r Vr Vr Vr Vr ft- it it it ^ Flow Top Width ^ it it it it it it it •> Height/ Dia.-FT • it it it it it if it ^ Base wt or I.D. ZL -itit it it it it it NO Wth Prs/Pi p L/Elem 1 Ch Slope ( it it it itic it it it it | ft * * Vc * * * * it it it it it it it it it Vc * Vf Vf Vf * * * * SF Ave it it it it it it it HF it it it it it it it it it 1 SE Dpth(Froude N it it it it it it it j it it it it it it it it Norm Dp it it it it it it it it "N" it it it it it it it ^x-Fall ZR **Vr** Type Ch it it it it it it it 1016.652 210.28o' 1 .274 210.553 1.68 /. 61 .90 211.45 .00 ' .49 1 1.16 1.500 .000 .00 1 .0 .629 1 .1608 .0453 .03 1 .27 3.07 .20 .013 .00 .00 - PIPE 1017.281 1 210.381 .283 210.664 1.68 7.26 .82 211.48 1 .00 .49 1.17 1.500 .000 .00 1 .0 Page 2 CVEN-012-A-7.OUT 535 .1608 .0396 02 .28 2.88 20 .013 .00 .00 PIPE 1017 816 210.467 .293 210 759 1.68 6 92 .74 211 50 .00 .49 1 19 1.500 .000 .00 1 .0 458 .1608 .0346 02 .29 2.70 20 .013 .00 .00 PIPE 1018 273 210.540 .302 210 843 1.68 6 60 .68 211 52 .00 .49 1 20 1.500 .000 .00 1 .0 392 .1608 .0302 01 .30 2.53 20 .013 .00 .00 PIPE 1018 665 210.603 .313 210 916 1.68 6 29 .61 211 53 .00 .49 1 22 1.500 .000 .00 1 .0 337 .1608 .0264 01 .31 2.37 20 .013 .00 .00 PIPE 1019 003 210.658 .323 210 981 1.68 6 00 .56 211 54 .00 .49 1 23 1.500 .000 .00 1 .0 289 .1608 .0231 01 .32 2.22 20 .013 .00 .00 PIPE 1019 292 210.704 .334 211 038 1.68 5 72 .51 211 55 .00 .49 1 25 1.500 .000 .00 1 .0 247 .1608 .0202 00 .33 2.08 20 .013 .00 .00 PIPE 1019 539 210.744 .346 211 090 1.68 5 45 .46 211 55 .00 .49 1 26 1.500 .000 .00 1 .0 211 .1608 .0176 00 .35 1.95 20 .013 .00 .00 PIPE 1019 750 210.778 .358 211 135 1.68 5 20 .42 211 56 .00 .49 1 28 1.500 .000 .00 1 .0 178 .1608 .0154 00 .36 1.82 20 .013 .00 .00 PIPE 0 FILE: CVEN-012-C-7.WSW w s P G w - CIVILDESIGN Version 14.06 program package serial Number: 1796 WATER SURFACE PROFILE LISTING LINE A-7 100 YEAR EVENT PAGE 4 Date: 9-12-2011 Time: 2:58: 8 it it it it it it it it it it it it it it it it it it it it it it it V fr it it-k it it it it it it it it it it V tit it it it it it it it it it it it it it it it it it it it it it it it it it it it it it itititititititi k itic it it it it it it: Page 3 Station invert Elev Depth (FT) water Elev Q (CFS) Vel (FPS) vel Head Energy Grd.El. 1 Super i Elev Critical Depth Flow Top Width Height/ Dia.-FT Base wt or I.D. ZL NO wth Prs/Pi p L/Elem it it it it it it it it ch Slope it it it it it it it it it it it it it it it it it 4******** it it it it it it it it it it it it it it it it SF Ave it it it it it it it HF it it it it it it it it it (SE Dpth it it it it it it it Froude N it it it it it it it it Norm op it it it it it it it it "N" it it it it it it it x-Fall it it it it it it it ZR it it it it it Type Ch 1019.928 210.806 .370 211.176 1.68 4.96 .38 211.56 .00 .49 1.29 1.500 .000 .00 1 .0 .149 .1608 .0135 .00 .37 1.71 .20 .013 .00 .00 PIPE 1020.078 210.831 .383 211.213 1.68 4.73 .35 211.56 .00 .49 1.31 1.500 .000 .00 1 .0 .123 .1608 .0118 .00 .38 1.60 .20 .013 .00 .00 PIPE 1020.201 210.850 .396 211.246 1.68 4.51 .32 211.56 .00 .49 1.32 1.500 .000 .00 1 .0 .100 .1608 .0103 .00 .40 1.50 .20 .013 .00 .00 PIPE 1020.301 210.866 .409 211.276 1.68 4.30 .29 211.56 .00 .49 1.34 1.500 .000 .00 1 .0 CVEN-012-A-7.OUT 078 .1608 .0090 00 .41 1.40 20 .013 .00 .00 PIPE 1020 379 210.879 .424 211 303 1 68 4 10 .26 211 56 .00 .49 1 35 1.500 .000 .00 1 .0 059 .1608 .0079 00 .42 1.31 20 .013 .00 .00 PIPE 1020 438 210.888 .438 211 327 1 68 3 91 .24 211 56 .00 .49 1 36 1.500 .000 .00 1 .0 041 .1608 .0069 00 .44 1.23 20 .013 .00 .00 PIPE 1020 478 210.895 .454 211 349 1 68 3 73 .22 211 56 .00 .49 1 38 1.500 .000 .00 1 .0 024 .1608 .0061 00 .45 1.15 20 .013 .00 .00 PIPE 1020 502 210.899 .470 211 368 1 68 3 55 .20 211 56 .00 .49 1 39 1.500 .000 .00 1 .0 008 .1608 .0053 00 .47 1.07 20 .013 .00 .00 PIPE 1020 510 210.900 .487 211 387 1 68 3 38 .18 211 56 .00 .49 1 40 1.500 .000 .00 1 .0 page 4 D FILE: CVEN-012-B.WSW CVEN-012-B.OUT w s p G w - CIVILDESIGN Version 14.06 program package serial Number: 1796 WATER SURFACE PROFILE LISTING LINE B 100 YEAR EVENT Date: 9-12-2011 Time: PAGE 1 3: 5:50 HYDRAULIC JUMP it it it it it it it it iti -*Vr*ftft Vrftft-VrV .*****Vrft-*V -itititititititititi 'itititititititititi tit it it it it it iti. it it it it it it it it it it it it it it it it it' ^itititititititi -******VrVrV - * * * * Vr Vr Vr * V •itititititititi Station invert Elev Depth (FT) water Elev Q (CFS) vel (FPS) vel Head Energy Grd.El. Super Elev Critical Depth Flow Top Width Height/ Dia.-FT Base Wt or I.D. ZL NO Wth Prs/Pip L/Elem it it it it it it it it it Ch Slope it it it it it it it it it it it it it it it it it ********* it it it it it it it 1 SF Ave Vr Vr Vr Vr Vr Vr Vc HF it it it it it it it it it SE Dpth Froude N it it it it it it it it Norm Dp it it it it it it it it "N" X-Fall ZR Type Ch itititititi-it 976.580 185.960 4.040 190.000 10.69 6.05 .57 190.57 .00 1.26 .00 1.500 .000 .00 1 .0 5.143 .0200 .0104 .05 4.04 .00 .94 .013 .00 .00 PIPE 981.723 186.063 3.963 190.026 10.69 6.05 .57 190.59 .00 1.26 .00 1.500 .000 .00 1 .0 981 723 186.063 .463 186 526 10 69 23 05 8.25 194 78 .00 1.26 1 39 1.500 .000 .00 1 .0 2 857 .0200 .2559 73 .46 7.02 94 .013 .00 .00 PIPE 984 580 186.120 .450 186 570 10 69 23 96 8.92 195 49 .00 1.26 1 37 1.500 .000 .00 1 .0 10 803 .2992 .2608 2 82 .45 7.41 44 .013 .00 .00 PIPE 995 383 189.352 .458 189 810 10 69 23 39 8.49 198 30 .00 1.26 1 38 1.500 .000 .00 1 .0 12 020 .2992 .2363 2 84 .46 7.17 44 .013 .00 .00 PIPE 1007 402 192.948 .474 193 423 10 69 22 30 7.72 201 14 .00 1.26 1 39 1.500 .000 .00 1 .0 7 428 .2992 .2070 1 54 .47 6.70 44 .013 .00 .00 PIPE 1014 831 195.171 .491 195 662 10 69 21 26 7.02 202 68 .00 1.26 1 41 1.500 .000 .00 1 .0 5 265 .2992 .1813 95 .49 6.27 44 .013 .00 .00 PIPE 1020 096 196.746 .508 197 254 10 69 20 27 6.38 203 64 .00 1.26 1 42 1.500 .000 .00 1 .0 4 004 .2992 .1589 64 .51 5.86 44 .013 .00 .00 PIPE 1024 100 197.944 .526 198 471 10 69 19 33 5.80 204 27 .00 1.26 1 43 1.500 .000 .00 1 .0 3 FILE 180 CVEN .2992 -012-B.WSW w s P G W - .1392 .44 CIVILDESIGN version .53 14.06 5.48 44 .013 .00 .00 PIPE PAGE 2 LINE B 100 YEAR EVENT 1796 WATER SURFACE PROFILE LISTING Date: 9-12-2011 Time: 3: 5:50 I Invert Station I Elev k it it it it it it it it it it it it it it it it it it it it it it it it it it it itit it it it iti Depth ( water ( Q ( vel (FT) 1 Elev ( (CFS) ( (FPS) kit it it it it it it it it it* it it it it it it it it it it it it it it it it it it it it it it it it it itititititititititi vel ( Energy ( Super (critical ( Flow Top (Hei ght/(Base wt| Head ( Grd.El.i Elev i Depth i width ioia.-FTior i.D.( Page 1 ZL it it it it it it it it (NO Wth i Prs/Pip L/Elem Ch Slope 2.596 1029.875 2.162 1032.038 1.827 1033.865 1.560 1035.425 1.342 1036.767 1.161 1037.928 1.009 1038.937 .878 1039.815 1027.280 198.896 .2992 199.672 .2992 200.319 .2992 200.866 .2992 201.333 .2992 201.734 .2992 202.082 .2992 202.383 .2992 202.646 CVEN-012-B.OUT it it it it it it it it it it it it it it it it it it ,545 199.441 it it it it it it it 10.69 18.43 ,565 .585 .606 .628 .651 .676 .701 .727 200.237 200.904 201.472 201.961 202.386 202.757 203.084 203.373 10.69 10.69 10.69 10.69 10.69 10.69 10.69 10.69 17.57 16.75 15.97 15.23 14.52 13.85 13.20 12.59 .766 .2992 • FILE: CVEN-012-B.WSW SF Ave * Vc Vr Vr Vr * Vr HF Vr Vr Vr Vr Vr Vr Vc Vc Vc 5.27 204.71 .1221 4.79 .1071 4.36 .0940 3.96 .0825 3.60 .0724 3.27 .0636 2.98 .0559 2.71 .0492 2.46 .32 205.03 .23 205.26 .17 205.43 .13 205.56 .10 205.66 .07 205.73 .06 205.79 .04 205.83 SE Dpth * * * * * ft * .00 .55 .00 .56 .00 .59 .00 .61 .00 .63 .00 .65 .00 .68 .00 .70 .00 .0433 .03 .73 W S P G W - CIVILDESIGN Version 14.06 Program package Serial Number: 1796 WATER SURFACE PROFILE LISTING LINE B 100 YEAR EVENT Froude N Vr Vr Vr Vr * Vr Vr Vr 1.26 5.12 1.26 4.79 1.26 4.47 1.26 4.18 1B26 3.90 1.26 3.64 1.26 3.39 1.26 3.16 1.26 2.95 Norm op itititititititi 1.44 .44 1.45 .44 1.46 .44 1.47 .44 1.48 .44 1.49 .44 1.49 .44 1.50 .44 1.50 "N" 'it it it it it it 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 X-Fall it it it it it it it .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 ZR it it it it it .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .44 .013 .00 .00 Date: 9-12-2011 Time; Type Ch 0 0 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 .0 PIPE 1 .0 PIPE PAGE 3: 5:50 .0 .0 .0 0 ft- Vr Vf Vr Vr Vr ft Vf Vr Vr Vr Vr Vr Vr ft Vr Vr Vr Vf Vr Vf Vr Vf Vr Vr Vr ft Vr Vr Vr Vr ft Vr Vr Vr Vr Vr Vr Vf Vf ft ft ft Vr * * Vr ft- ft ft Vr Vr Vf it it it it it ic ic it it it it it it it it it it it it it it it it it it it it it it it ic ic ic it it it it it it it it it it it it it it it it it it it it it ic ic ic ic ic Vr * Vr * Vr Vr it it it it it it it it it it it it \ invert ( Depth | water Station (Elev i (FT) i Elev -I- -I- -I- L/Elem ich slope ( ( kit it it it it it it it j it it it it it it it it it | ic ic ic ic ic ic it it j ic ic ic it it it it it it I ( ( 1040.581 202.875 .755 203.630 -I- -I- -I- -I .668 .2992 1(11 1041.249 203.075 .784 203.859 Q ( Vel (CFS) ( (FPS) Vel Head ( SF Ave •it it it it it it it it j it it it it it it it | it it it it it it it Energy ( Super Grd.El. i Elev HF (SE Dpth it it it it it it it it it j it it it it it it it Critical Depth 10.69 12.00 2.24 205.87 .00 -I- -I- -I- -I- -I .0381 .03 .75 I ( ( I 10.69 11.44 2.03 205.89 .00 Page 2 Froude N Vr*ftftft Vrft* 1.26 2.74 1.26 Flow Top Width Norm Dp Height/ Base wt Dia.-FT or I.D. N ft ft*** VrVr X-Fall ZL ZR it it it it it (NO Wth i Prs/Pi p iType Ch I it it it it it itic 1 50 1.500 .000 .00 1 1 .0 44 1 ~ 1 .013 1 1 .00 .00 1 - PIPE 1 1 50 1 1 1.500 1 .000 .00 1 1 .0 CVEN-012-B.OUT 581 .2992 .0336 02 .78 2.55 44 .013 .00 1041 830 203.249 .814 204 063 10. 69 10 91 1.85 205 91 .00 1.26 1 49 1.500 .000 504 .2992 .0297 01 .81 2.37 44 .013 .00 1042 334 203.400 .846 204 246 10 69 10 40 1.68 205 93 .00 1.26 1 49 1.500 .000 436 .2992 .0262 01 .85 2.21 44 .013 .00 1042 770 203.530 .880 204 410 10 69 9 92 1.53 205 94 .00 1.26 1 48 1.500 .000 373 .2992 .0232 01 .88 2.05 44 .013 .00 1043 143 203.642 .916 204 558 10 69 9 46 1.39 205 95 .00 1.26 1 46 1.500 .000 317 .2992 .0205 01 .92 1.90 44 .013 .00 1043 460 203.737 .954 204 691 10 69 9 02 1.26 205 95 .00 1.26 1 44 1.500 .000 264 .2992 .0182 .00 .95 1.75 44 .013 .00 1043 725 203.816 .994 204 810 10 69 8 60 1.15 205 .96 .00 1.26 1 42 1.500 .000 .216 .2992 .0162 .00 .99 1.62 .44 .013 .00 1043 .941 203.881 1.038 204 .918 10 69 8 .20 1.04 205 .96 .00 1.26 1 .39 1.500 .000 .169 .2992 .0144 .00 1.04 1.49 .44 .013 .00 • FILE: CVEN-012-B.WSW w s P G w - CIVILDESIGN Version 14.u Program Package Serial Number: 1796 WATER SURFACE PROFILE LISTING LINE B 100 YEAR EVENT .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE PAGE Date: 9-12-2011 Time: 3: 5:50 444444444 44 *******ft4444**********44***4*****************Vr4*********************Vr**444***********************Vr*****ft ******* Station L/El em it icic it it it it it it 1044.110 invert Elev Ch Slope * Vr * Vr it it it it it 203.931 Depth (FT) •t it it it it it it water Elev kicicicititic 1.084 205.015 Q (CFS) * Vc Vc Vr Vc * * Vf Vr 10.69 Vel (FPS) Vel Head SF Ave it it it it it ic ic I it it it it it it it 7.82 Energy Grd.El. HF it it icic icic iti .95 205.96 Super Elev SE Dpth icic icic it it it .00 Critical Depth Froude N it it it it it it it it 1.26 Flow Top width Norm Dp it it it it it it it it 1.34 Height/ Di a.- FT "N" * Vf ft- Vr Vr Vr * 1.500 Base wt or I.D X-Fall it it it icic icic ZL ZR Vr Vr Vr Vr Vr it it it itic icic it NO Wth Prs/Pi p Type Ch it it it it it it it 124 .2992 .0129 00 1.08 1.36 44 .013 .00 1044 234 203.968 1 135 205 103 10 69 7 45 .86 205 97 .00 1.26 1 29 1.500 .000 078 .2992 .0116 00 1.13 1.24 44 .013 .00 1044 312 203.992 1 191 205 182 10 69 7 10 .78 205 97 .00 1.26 1 21 1.500 .000 028 .2992 .0105 00 1.19 1.12 44 .013 .00 1044 340 204.000 1 255 205 255 10 69 6 77 .71 205 97 1.50 1.26 1 11 1.500 .000 .000 .00 .00 .00 .00 .00 .00 .00 1 PIPE 1 PIPE 1 PIPE 1 Page 3 CVEN-012-B.OUT JUNCT STR .1250 1.50 1.00 .013 .00 .00 PIPE 1048 340 204.500 .820 205 320 9 25 9 36 1.36 206 68 .00 1.18 1 49 1.500 .000 .00 1 .0 4 075 .0261 .0229 09 .82 2.03 79 .013 .00 .00 PIPE 1052 415 204.606 .824 205 430 9 25 9 30 1.34 206 77 .00 1.18 1 49 1.500 .000 .00 1 .0 18 895 .0261 .0214 40 .82 2.01 79 .013 .00 .00 PIPE 1071 310 205.100 .856 205 956 9 25 8 87 1.22 207 18 .16 1.18 1 48 1.500 .000 .00 1 .0 7 214 .0261 .0193 14 1.02 1.87 79 .013 .00 .00 PIPE 1078 524 205.289 .877 206 165 9 25 8 63 1.16 207 32 .15 1.18 1 48 1.500 .000 .00 1 .0 8 107 .0261 .0176 14 1.03 1.78 79 .013 .00 .00 PIPE 1086 631 205.501 .912 206 413 9 25 8 22 1.05 207 46 .14 1.18 1 46 1.500 .000 .00 1 .0 5 449 .0261 .0156 08 1.05 1.65 79 .013 BOO .00 PIPE • FILE: W S P G w - CIVILDESIGN Version 14.06 Program Package Serial Number: 1796 WATER SURFACE PROFILE LISTING LINE B 100 YEAR EVENT PAGE Date: 9-12-2011 Time: 3: 5:50 fr* Vrftftft VrVrVrVfft-VfVrft Vrft Vrft VrVrVrVrftft-*****Vr**Vr***ftftftft****Vr******VrVrVrVr***Vf****Vr****Vr***ftftft****ft-ftftftftft**VrVr*****ftftft**VrVr*Vr**Vr**Vr* kit it it it itic icic ic Station L/Elem Invert Elev Ch Slope icic icic icic icic it Depth (FT) water Elev Q (CFS) icic icic it it it it it it ft- * Vr * Vr * Vel (FPS) vel Head SF Ave Energy Grd.El. HF it it icic icic it Super El ev SE Dpth it it it it it it it 1092 .080 205.643 950 206 593 9 25 7 84 .95 207 55 .00 1.18 1 45 1.500 .000 .00 1 .0 3 117 .0265 .0139 04 .95 1.53 79 .013 .00 .00 PIPE 1095 197 205.726 983 206 708 9 25 7 54 .88 207 59 .00 1.18 1 43 1.500 .000 .00 1 .0 2 690 .0265 .0125 03 .98 1.43 79 .013 .00 .00 PIPE 1097 887 205.797 1 025 206 822 9 25 7 19 .80 207 62 .00 1.18 1 40 1.500 .000 .00 1 .0 1 776 .0265 .0112 02 1.03 1.32 79 .013 .00 .00 PIPE 1099 663 205.844 1 071 206 915 9 25 6 85 .73 207 64 .00 1.18 1 36 1.500 .000 .00 1 .0 1 013 .0265 .0100 01 1.07 1.21 79 .013 .00 .00 PIPE 1100 676 205.871 1 120 206 991 9 25 6 53 .66 207 65 .00 1.18 1 30 1.500 .000 .00 1 .0 334 .0265 .0089 00 1.12 1.11 79 .013 .00 .00 PIPE 1101 010 205.880 1 176 207 056 9 25 6 22 .60 207 66 .00 1.18 1 23 1.500 .000 .00 1 .0 Critical Depth Froude N it it it it it it it it Flow Top Width Norm Dp Height/ Base wt Dia.-FT or I.D. "N" it it it icic icic X-Fall it it it it it it it ZL ZR *Vr* NO Wth Prs/Pi p Type Ch it it it it it icic Page 4 D FILE: CVEN-012-Bl.WSW CVEN-012-Bl.OUT w s p G w - CIVILDESIGN Version 14.06 program Package Serial Number: 1796 WATER SURFACE PROFILE LISTING LINE B-1 100 YEAR EVENT Date: 9-12-2011 Time: PAGE 1 3:15:16 Vr Vr Vr Vr Vr icic it it ic ic ic ft- Vr ft Vr Vr Vr Vf * Station L/Elem kit it it it it it icic 121.500 7.148 128.648 5.229 133.877 2.798 136.676 1.855 138.530 1.349 139.879 1.035 140.914 .821 141.735 .660 142.395 invert Elev Ch Slope ft- Vr * Vr Vr Vr * Vr * 179.500 .0809 180.078 .0809 180.501 .0809 180.727 .0809 180.877 .0809 180.986 .0809 181.070 .0809 181.136 .0809 181.189 Depth (FT) .182 .185 .191 .198 .205 .212 .219 .226 .234 .541 .0809 a FILE: CVEN-012-Bl.WSW water Elev kit icic-kit it it 179.682 Q (CFS) .72 180.263 180.692 180.925 181.082 181.198 181.288 181.362 181.423 .72 .72 .72 .72 .72 .72 .72 .72 it it kit it it it it it it icic it it it it it icic icic it it it it itic it it vel vel (FPS) Head ff Vr * * * Vr Vf * Vr * * * Vf Vf * * * * * * * * Vr Vr -. 7.35 7.19 6.85 6.53 6.23 5.94 5.66 5.40 5.15 SF Ave i it it it it kit .84 .0751 .80 .0681 .73 .0595 .66 .0520 .60 .0454 .55 .0397 .50 .0347 .45 .0303 .41 Energy Grd.El. HF k it it it it it it ki 180.52 .54 181.07 .36 181.42 .17 181.59 .10 181.68 .06 181.75 .04 181.79 .03 181.81 .02 181.83 Super Elev SE Dpth it it it it it kk .00 .18 .00 .19 .00 .19 .00 .20 .00 .20 .00 .21 .00 .22 .00 .23 .00 critical (Flow Top Depth width Froude N ****Vr*ft4 .0265 .01 .23 w s p G w - CIVILDESIGN Version 14.06 program Package serial Number: 1796 WATER SURFACE PROFILE LISTING LINE B-1 100 YEAR EVENT .35 3.64 .35 3.53 .35 3.30 .35 3.10 .35 2.90 .35 2.72 .35 2.54 .35 2.38 .35 2.23 Norm Dp VrVrftftftftft* .77 .18 .78 .18 .79 .18 .80 .18 .81 .18 .82 .18 .83 .18 .84 .18 .85 .18 Height/(Base wt Dia.-FT or I.D. "N" x-Fall •r Vr Vf Vr Vc Vc * Vf***Vr*Vr 1.000 .013 1.000 .013 1.000 .013 1.000 .013 1.000 .013 1.000 .013 1.000 .013 1.000 .013 1.000 .013 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 Date: 9-12-2011 Time I inver Station I Elev Vr Vr Vf it it kic icic it it it* icic icic kit it kit it it it it it it it it it kit kit it it it it it it it it ii (FT) (Elev i (CFS) ( (FPS) I invert I Depth ( Water | Q (Vel Vel ( Energy ( Super (Critical(Flow Top(Height/|Base wt( - - - • ' Head ( Grd.El. ( Elev ' it it icic icic it it it it it it it it kit it it it it itic icic it it it it it it it it it it it it it it icic icic kit it it it it it it it it (Height/1 Base wt( Depth ( width ioia.-FTlor I.D.I ZL it it it it icic it it (NO Wth i Prs/Pip ZR ***** iType Ch .00 1 .0 .00 PIPE .00 1 .0 .00 PIPE .00 1 .0 .00 PIPE .00 1 .0 .00 PIPE .00 1 .0 .00 PIPE .00 1 .0 .00 PIPE .00 1 .0 .00 PIPE .00 1 .0 .00 PIPE .00 1 .0 .00 PIPE PAGE Time: 3:15:16 ZL *Vr****ft-* (NO Wth i Prs/Pip page 1 CVEN-012-Bl.OUT L/Elem kit it it kit it it it Ch Slope it icic-It it kit it* * * * * * * * * t*itit*itititit ********* *****Vr* SF Ave r*VrVr44* HF **VrVr*Vr*Vf * SE Dpth ******* Froude N itit****** Norm op 4Vr***VrVr* "N" ******* 142 937 181.233 .242 181. 475 .72 4 91 .37 181 85 .00 .35 .86 1.000 .000 446 .0809 .0232 01 .24 2.09 .18 .013 .00 143 383 181.269 .250 181. 520 .72 4 68 .34 181 86 .00 .35 .87 1.000 .000 369 .0809 .0203 01 .25 1.96 .18 .013 .00 143 751 181.299 .259 181 558 .72 4 46 .31 181 87 .00 .35 .88 1.000 .000 303 .0809 .0177 01 .26 1.83 .18 .013 .00 144 054 181.324 .268 181 591 .72 4 25 .28 181 87 .00 .35 .89 1.000 .000 250 .0809 .0155 00 .27 1.72 .18 .013 .00 144 304 181.344 .277 181 621 .72 4 06 .26 181 88 .00 .35 .90 1.000 .000 201 .0809 .0136 00 .28 1.61 .18 .013 .00 144 505 181.360 .287 181 647 .72 3 87 .23 181 88 .00 .35 .90 1.000 .000 163 .0809 .0119 00 .29 1.50 .18 .013 .00 144 668 181.373 .297 181 670 .72 3 69 .21 181 88 .00 .35 .91 1.000 .000 125 .0809 .0104 00 .30 1.41 .18 .013 .00 144 .793 181.383 .307 181 690 .72 3 52 .19 181 88 .00 .35 .92 1.000 .000 093 .0809 .0091 00 .31 1.32 .18 .013 .00 144 886 181.391 .318 181 709 .72 3 .35 .17 181 88 .00 .35 .93 1.000 .000 .064 .0809 .0080 .00 .32 1.23 .18 .013 .00 XjFall ZR ***** .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .0 Type Ch kkkititk* 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 Q FILE: CVEN-012-Bl.WSW w S p G w - CIVILDESIGN Version 14.06 program Package Serial Number: 1796 WATER SURFACE PROFILE LISTING LINE B-1 100 YEAR EVENT 44444ftftft ftft444ftftftftftft4444********4******************ftftftftftft******ftftftftftftft************ftftftftft*************Vr***ft*** ) PIPE PAGE Date: 9-12-2011 Time: 3:15:16 Station L/Elem fr ******** invert Elev Ch Slope * Vr Vr * Vr * Vr Vr * Depth ( water (FT) Elev it it it it it it it* \ 144.950 181.396 -(- -(• .037 .0809 ( ( 144.987 181.399 VrVr******* Q (CFS) * * * * * * * Vi .329 181.725 Vel (FPS) vel Head SF Ave ******* I ******* .72 3.20 Energy Grd.El. HF .16 181.88 Super Elev •(• •(• .341 181.740 .72 3.05 .0070 I .14 .00 181.88 Page 2 SE Dpth VrVr***** .00 .33 .00 Critical Depth Froude N ******** .35 1.15 .35 Flow Top wi dth Norm Dp ******** .94 .18 .95 Height/ Dia. -FT "N" * * * * * * * * * ft ft Vr ft Base wt or I.D. x-Fall ******* 1.000 •(- -(• .013 ( I 1.000 ZL ZR ftftVr** ******** No Wth Prs/Pi p Type Ch Vr VrVr Vrftftft .000 .00 1 1 .0 _ 1 .00 .00 1 PIPE 1 1 .000 .00 1 1 .0 CVEN-012-Bl.OUT -(- -(- -(- -(- -(- -I- -(- -(- -(- -(- -(- -I- -(- I- 013 0809 .0061 .00 .34 1.08 .18 .013 .00 BOO PIPE ( ' ( I I ( I ((lllll 145 000 181.400 .354 181.754 .72 2.89 .13 181.88 .00 .35 .96 1.000 .000 .00 1 .0 -(- -(- -(- -(- -I- -I- -(- -I- -I- -(- -(- -(- -(- (- • Page 3 D FILE: CVEN-012-B2.WSW CVEN-012-B2.OUT w s p G w - CIVILDESIGN Version 14.06 Program package Serial Number: 1796 WATER SURFACE PROFILE LISTING LINE B2 100 YEAR EVENT Date: 9-12-2011 Time: 'rftft ftVrftftVf **Vr*VrVf VrVf *VfVr*ft VfVrftft VrftftftftftftftftftftftftftVrVrftftftft*** fr*VrVr ********** 4********4 Vr444Vr44****VrVr**************Vr****Vr****Vrf Station L/Elem 'f ******** 2.000 1.678 3.678 5.290 8.967 3.971 12.938 3.112 16.050 2.504 18.553 2.053 20.607 1.703 22.310 1.424 23.734 Invert Elev Ch Slope ********* 205.880 .0989 206.046 .0989 206.569 .0989 206.962 .0989 207.270 .0989 207.518 .0989 207.721 B0989 207.890 .0989 208.031 Depth (FT) ,502 ,506 ,524 .543 .562 .582 .603 .625 .648 1.194 .0989 • FILE: CVEN-012-B2.WSW water Elev 206.382 Q (CFS) ********* vel (FPS) vel Head ******* 6.55 12.64 206.552 207.093 207.505 207.832 208.100 208.324 208.515 208.679 6.55 6.55 6.55 6.55 6.55 6.55 6.55 6.55 12.50 11.92 11.36 10.83 10.33 9.85 9.39 8.95 Energy Grd.El. HF ********* SF Ave 2.48 208.86 Super Elev SE Dpth .00 Critical Depth Froude N .99 Flow Top wi dth Norm Dp ******** 1.42 Height/ Base wt Dia.-FT or I.D. ZL "N" ******* 1.500 x-Fall Vr****VrVr .000 .0657 2.43 .0607 2.20 .0532 2.00 .0466 1.82 .0409 1.66 .0359 1.51 .0315 1.37 .0276 1.24 .11 208.98 .32 209.30 .21 209.51 .15 209.65 .10 209.76 .07 209.83 .05 209.88 .04 209.92 .50 .00 .51 .00 .52 .00 .54 .00 .56 .00 .58 .00 .60 .00 .63 .00 3.68 .99 3.62 .99 3.39 .99 3.17 .99 2.96 .99 2.76 .99 2.58 .99 .0243 .03 .65 w s P G w - CIVILDESIGN Version 14.06 Program Package Serial Number: 1796 WATER SURFACE PROFILE LISTING LINE B2 100 YEAR EVENT 2.41 .99 2.25 .45 1.42 .45 1.43 .45 1.44 .45 1.45 .45 1.46 .45 1.47 .45 1.48 .45 1.49 .45 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 ZR ** VrVrVf .00 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 PAGE 1 3: 9: 5 kit****** NO Wth Prs/Pi p Type Ch * * * ft * ft ft 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE PAGE 2 Date: 9-12-2011 Time: 3: 9: 5 ***VrVrft VrVr****** VrVr *44ft4Vr ftft Vr44ft ft ft ftft ftft ft4444Vr******Vr**Vr*Vr****Vr*********ft ************* Vrft ft Vr44Vr44** VrVr*Vr*****VrVr**ft ft 44444Vr4** VrVr* VrVrVr* ******** \ Invert ( Depth ( water station i Elev i (FT) i Elev Q ( vel vel ( Energy ( super (critical(Flow Top(Height/(Base wt( (NO wth (CFS) ( (FPS) Head i Grd.El. i Elev i Depth i width joia.-FTior i.D.j ZL iprs/Pip page 1 CVEN-012-B2.OUT L/Elem^^ 24.928 1.002 25.931 .840 26.770 .698 27.468 .574 28.042 .464 28.506 .366 28.872 .275 29.147 .192 29.339 Ch slope VrVrVrVrVr*Vr*Vr 208.149 .0989 208.248 .0989 208.331 .0989 208.400 .0989 208.457 .0989 208.503 .0989 208.539 .0989 208.566 .0989 208.585 **it****kk .672 208.821 Vrft Vrftftft V 6.55 8.54 .697 .724 .751 .780 .810 .842 .876 .911 208.945 209.055 209.151 209.237 209.313 209.381 209.442 209.496 6.55 6.55 6.55 6.55 6.55 6.55 6.55 6.55 8.14 7.76 7.40 7.05 6.73 6.41 6.11 5.83 SF Ave * * * ft ft ft ft HF * * * * * * * • 1.13 209.95 SE Dpth it it it it it it* .0213 1.03 .0188 .94 .0165 .85 .0146 .77 .0128 .70 .0113 .64 .0100 .58 .0088 .53 .02 209.97 .02 209.99 .01 210.00 .01 210.01 .01 210.02 .00 210.02 .00 210.02 .00 210.02 .00 .67 .00 .70 .00 .72 .00 .75 .00 .78 .00 .81 .00 .84 .00 .88 .00 Froude N ******** .113 .0989 • FILE: CVEN-012-B2.WSW .99 2.10 .99 1.96 B99 1.82 .99 1.70 .99 1.58 .99 1.47 .99 1.36 .99 1.27 .99 1.17 Norm Dp Vrft VrVr Vr 4 44 .0078 .00 .91 w s P G w - CIVILDESIGN Version 14.06 Program Package serial Number: 1796 WATER SURFACE PROFILE LISTING LINE B2 100 YEAR EVENT 444444444444 4 44**************444************************* Vr**************Vr********************** ( Invert Station i Elev 1.49 .45 1.50 .45 1.50 .45 1.50 .45 1.50 .45 1.50 .45 1.49 .45 1.48 .45 1.46 .45 N kititkitit* 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 x-Fall 4Vr44Vf ** .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 ZR **Vr** .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 Type Ch Vr Vr * Vr Vr * Vr 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE PAGE Date: 9-12-2011 Time: 3: 9: 5 fr * * Vr Vr Vr * Vr Vr * Vr Vr * Vr * * Vr Vr Vr Vf L/Elem jch Slope^ I 29.452 208.596 -(- -( .038 .0989 ( ( 29.490 208.600 Depth (FT) Water Elev Q (CFS) vel (FPS) vel Head Energy Grd.El. 1 Super 1 Elev Critical Depth Flow Top Width Height/ Dia.-FT Base Wt or I.D. ZL No wth Prs/Pip .444444 4**4 it it * * it Vr Vc * * Vf * * * Vr * * * Vr * * * SF Ave ****** Vr HF ********* (SE Dpth I ***VrVrVr* Froude N ******** Norm Dp ******** "N" * * * * Vr Vc * x-Fall *Vr****Vr ZR ***** Type Ch VrVrVr4Vr4* .949 209.545 6.55 5.56 .48 210.02 i .00 .99 1.45 1.500 .000 .00 1 .0 -.0069 .00 .95 1 1.09 .45 .013 .00 .00 PIPE .990 209.590 6.55 5.29 .44 210.03 ( .00 .99 1.42 1.500 .000 .00 1 .0 Page 2 CVEN-012-B2.OUT -(- -I- page 3 n FILE: cven-012-b-3.WSW cven-012-b-3.OUT W S P G W - CIVILDESIGN Version 14.06 Program Package Serial Number: 1796 WATER SURFACE PROFILE LISTING LINE B-3 100 YEAR EVENT Vr Vf ft- ft Vr Vr Vr Vr Vr Vr * Vr Vr Vr Vr Vr Vr Vr Vr Vr Vr Vr Vr Vr ********** it it it * Vr Vr Vr * Vf Vr ft Vr ft ft ft Vf Vr ft Vf ft Vr ft ft ft ft Vr Vr Vr Vr Vr * Vr * * Vr * Vr Vr ****************** * * * * ic ic Vr ft Vr ft ft- Vr Vr ********** it it ic ic ic ic ic * ft Date:11-16-2011 Time: Station Invert El ev Ch slope L/Elem 2.000 206.080 3.052 5.052 4.242 9.294 2.996 12.290 2.265 14.556 1.782 16.338 1.442 17.780 1.184 18.964 .986 19.949 .0996 206.384 .0996 206.807 .0996 207.105 .0996 207.331 .0996 207.509 .0996 207.652 .0996 207.770 .0996 207.868 Depth (FT) Water ( Elev Q (CFS) .308 206.388 Vel (FPS) vel Head 2.70 10.35 .313 .323 .334 .346 .358 .370 .383 .396 .826 .0996 • FILE: cven-012-b-3.WSW 206.697 207.130 207.440 207.677 207.866 208.022 208.153 208.264 2.70 2.70 2.70 2.70 2.70 2.70 2.70 2.70 10.11 9.64 9.19 8.76 8.35 7.96 7.59 7.24 SF Ave ***** ft * Energy Grd.El. HF ********* 1.66 208.05 .0753 1.59 .0681 1.44 .0596 1.31 .0521 1.19 .0455 1.08 .0398 .99 .0348 .90 .0304 .81 Super Elev SE Dpth .00 Critical I Flow Top Depth width .23 208.28 .29 208.57 .18 208.75 .12 208.87 .08 208.95 .06 209.01 .04 209.05 .03 209.08 .31 .00 .31 .00 .32 .00 .33 .00 .35 .00 .36 .00 .37 .00 .38 .00 .0266 .02 .40 w s P G w - CIVILDESIGN Version 14.06 Program Package serial Number: 1796 WATER SURFACE PROFILE LISTING LINE B-3 100 YEAR EVENT Froude N ******** .62 3.93 .62 3.80 .62 3.56 .62 3.34 .62 3.13 .62 2.93 .62 2.74 .62 2.57 .62 2.40 Norm Dp ******** 1.21 .29 1.22 .29 1.23 .29 1.25 .29 1.26 .29 1.28 .29 1.29 .29 1.31 .29 1.32 .29 Height/ Dia.-FT "N" ******* 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 Base wt or I.D. X-Fall ft****** .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 ZL ZR PAGE 1 8:58: 6 NO wth Prs/Pi p Type Ch "''"*** Date:11-16-2011 Time * ft 4 * * 1**** .00 1 .00 PIPE .00 1 .00 PIPE .00 1 .00 PIPE .00 1 .00 PIPE .00 1 .00 PIPE .00 1 .00 PIPE .00 1 .00 PIPE .00 1 .00 PIPE .00 1 .00 PIPE PAGE Time: 8:58: .0 k ******************** **ick***kk*k**i fr*****ft-*ft-*4 fr4***ft4444***********ft-**ft-ft-*ft-*********ftftftftft**********ft-******ft-*****Vr***VrVr ******** I Invert Station I Elev Depth (FT) water Elev Q (CFS) ( vel ( (FPS) vel Head nergy ( Super (critical(Flow Top(Height/(Base wt( rd.El.i Elev i Depth i Width (Dia.-FTior i.o.j E G Page 1 ZL (No Wth i Prs/Pi p cven-012-b-3.0UT L/Elem^ Ch slope VrVrVrVf **Vr** 20.775 207.951 .695 21.471 .586 22.057 .493 22.550 .412 22.962 .343 23.305 .280 23.585 .225 23.810 .176 23.986 .0996 208.020 .0996 208.078 .0996 208.128 .0996 208.169 .0996 208.203 .0996 208.231 .0996 208.253 .0996 208.271 .410 .424 .439 .454 .470 .486 .503 .521 ,540 .132 .0996 Q FILE: cven-012-b-3.WSW 208.360 2.70 6.90 208.444 208.517 208.581 208.638 208.689 208.734 208.775 208.811 2.70 2.70 2.70 2.70 2.70 2.70 2.70 2.70 6.58 6.28 5.98 5.71 5.44 5.19 4.95 4.72 SF Ave Vr**AVf** .74 .0233 .67 .0204 .61 B0179 .56 .0156 .51 .0137 .46 .0120 .42 .0105 .38 .0092 .35 HF * * Vr Vr ft ft ft 209.10 .02 209.12 .01 209.13 .01 209.14 .01 209.14 .00 209.15 .00 209.15 .00 209.15 .00 209.16 SE ppth .00 .41 .00 .42 .00 .44 .00 .45 .00 .47 .00 .49 .00 .50 .00 .52 .00 .0081 .00 .54 w S P G w - CIVILDESIGN Version 14.06 Program Package Serial Number: 1796 WATER SURFACE PROFILE LISTING LINE B-3 100 YEAR EVENT Froude N ft- ft- * * Vr * Vf Vf .62 2.25 .62 2.10 .62 1.97 .62 1.84 .62 1.72 .62 1.61 .62 1.51 .62 1.41 .62 1.32 Norm pp 1.34 .29 1.35 .29 1.36 .29 1.38 .29 1.39 .29 1.40 .29 1.42 .29 1.43 .29 1.44 .29 N Vr ft ft ft- ft- ft- ft 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 1.500 .013 X-Fall ******* .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 ZR .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 Type Ch ******* 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE PAGE .0 .0 Date:11-16-2011 Time: 8:58: 6 .444ftft444ftV r****Vr***V ' ft- Vr Vr Vr Vr Vr * Vr Vr ^ •it** * it * * it it * Vr * Vr Vr it*** ***VrVr**V ^******VfVfVf***VrVrVr*****VrVrVr*ftftftftVr ********* ft-ft Vr ft-ftftftft Vr ftft **ftft***Vr V -******* Station Invert Elev Depth (FT) water Elev Q ( vel (CFS) ( (FPS) vel Head Energy Grd.El . ( Super i Elev Critical Depth Flow Top Wi dth Height/(Base Wt Dia.-FTior I.D. ZL No Wth Prs/Pi p L/Elem^ J Ch Slope **ititit***it * * * Vr Vr * * * * Vc Vc * * Vc Vr * * ( * Vf Vf * Vr Vr Vr Vf Vr j Vr Vr * * * * * | SF Ave ******* HF Vf ft Vr Vr Vr * Vr Vr ft (SE Dpth I ft ft Vrft ft-ft* Froude N * Vr Vr * * * * * Norm Dp Vf Vr Vr * * * * * "N" ( x-Fall ******* I *****ft-Vr ZR Vf * * * Vc Type Ch ft * * * * Vr * 24.118 208.284 .559 208.843 ( 2.70 4.50 .31 209.16 i .00 .62 1.45 1 1.500 .000 .00 1 .0 - .091 .0996 .0071 .00 .56 1 1.23 .29 .013 .00 1 .00 PIPE 24.210 208.293 .579 208.872 1 2.70 4.29 .29 209.16 1 .00 .62 1.46 1.500 .000 .00 1 .0 Page 2 cven-012-b-3.OUT 053 .0996 .0062 00 .58 1.15 29 .013 .00 .00 PIPE 24 262 208.298 .600 208 899 2 70 4 09 1 .26 209 16 .00 .62 1 47 1.500 .000 .00 1 .0 018 .0996 1 .0054 00 .60 1.07 29 .013 .00 .00 PIPE 24 280 208.300 .623 208 923 2 70 3 89 .23 209 16 .00 .62 1 48 1.500 .000 .00 1 .0 Page 3 • FILE: CVEN-012-B-4.WSW CVEN-012-B-4.OUT w s P G w - CIVILDESIGN Version 14.06 program Package Serial Number: 1796 WATER SURFACE PROFILE LISTING LINE B-4 100 YEAR EVENT Date: 9-12-2011 Time: PAGE 1 3:12:30 * Vr Vr ft- 4 ft Vr Vr Vr 4 Vr Vr 4 ft- Vr ft ft- ft Vr Vr ft- ft- ft ft ft- Vr ft- * Invert ( Depth Station Elev i (FT) frftftftftftft* L/Elem ********* Ch Slope ********* 2.000 204.500 1.334 3.334 1.133 4.467 .907 5.374 .746 6.120 .625 6.745 .531 7.275 .455 7.730 .393 8.124 .4640 205.119 .4640 205.645 .4640 206.066 .4640 206.412 .4640 206.702 .4640 206.948 .4640 207.159 .4640 207.342 .342 .4640 a FILE: CVEN-012-B-4 r**Vrft-ftft* water Elev **itititititit 'cit*itit*k ************* Q vel vel (CFS) (FPS) Head fr Vr * * Vr Vr Vr Vr Vr Vr Vr ft * * * * Vr Vr Vr * * * * Vr Vr * Vr * * * * * * Vr Vr ft ft ft Vr ft * Vr Vr Vr Vr * * Vr * * ft- ft- Vr * Vr * * ft- * Vr ********* .186 204.686 ******* 1.44 14.27 .192 .198 .205 .212 .219 .227 .234 .242 205.311 205.843 206.271 206.624 206.921 207.174 207.393 207.584 1.44 1.44 1.44 1.44 1.44 1.44 1.44 1.44 13.68 13.04 12.43 11.86 11.30 10.78 10.28 9.80 SF Ave Energy ( Super Grd.El. Elev HF fr*** 3.16 207.85 SE Dpth ******* .00 Critical Depth Froude N ******** .51 Flow Top Width Norm Dp ******** B78 Height/ Dia.-FT "N" *VrVrVr*V 1.000 Base wt or I.D. X-Fall ******* .000 .2689 2.90 .2367 2.64 .2068 2.40 .1807 2.18 .1580 1.98 .1381 1.80 .1207 1.64 .1055 1.49 .36 208.22 .27 208.48 .19 208.67 .13 208.81 .10 208.90 .07 208.98 .05 209.03 .04 209.07 .19 .00 .19 .00 .20 .00 .20 .00 .21 .00 .22 .00 .23 .00 .23 .00 6.99 .51 6.59 .51 6.18 .51 5.79 .51 5.42 .51 5.08 .51 4.75 .51 4.45 .51 .17 .79 .17 .80 .17 .81 .17 .82 .17 .83 .17 .84 .17 .85 .17 .86 .013 1.000 .013 1.000 .013 1.000 .013 1.000 .013 1.000 .013 1.000 .013 1.000 .013 1.000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 ZL ZR ***** .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .0923 .03 . .24 WSW w S P G w - CIVILDESIGN Version 14.06 program Package serial Number: 1796 WATER SURFACE PROFILE LISTING LINE B-4 100 YEAR EVENT 4.17 .17 .013 .00 .00 Date: 9-12-2011 Time: 3:12:30 ******* NO Wth Prs/Pi p Type Ch ******* 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE 1 PIPE PAGE .0 .0 t * * * Vr * Vf Vf * Vr Vr * Vr * V k****** it *********** \ Invert ( Depth ( water Station (Elev ( (FT) | Elev Sft****** *ft ft ftft**** * ft* **************** *Vr ******************************* *************** ******** I Q (vel vel I Energy ( Super (critical(Flow Top(Height/(Base wt( (NO wth I (CFS) i (FPS) Head ( Grd.El.I Elev ( Depth ( width (Dia.-FT(or i.D.( ZL (Prs/Pip Page 1 L/Elem^ ^ 8.466 .299 8.764 .262 9.026 .230 9.256 .202 9.459 .178 9.636 .156 9.793 .137 9.930 .120 10.050 Ch Slope VrVrVrVrVrftft Vr* 207.500 .4640 207.639 .4640 207.761 .4640 207.867 .4640 207.961 .4640 208.044 .4640 208.116 .4640 208.180 .4640 208.236 ft Vrftftftftftftft ftftftftftftVrftft .251 207.751 1.44 .259 .268 .278 .287 .297 .308 ,318 .330 207.898 208.029 208.145 208.248 208.341 208.424 208.498 208.565 1.44 1.44 1.44 1.44 1.44 1.44 1.44 1.44 9.34 8.91 8.49 8.10 7.72 7.36 7.02 6.69 6.38 SF Ave VrVrVf ftft VrVr CVEN-012-B-4.OUT HF 1.36 209.11 .0807 1.23 .0706 1.12 .0618 1.02 .0541 .93 .0473 .84 .0414 .76 .0363 .70 .0318 .63 .02 209.13 .02 209.15 .01 209.16 .01 209.17 .01 209.18 .01 209.19 .00 209.19 .00 209.20 SE Dpth ftftft Vrft** .00 .25 .00 .26 .00 .27 .00 .28 .00 .29 .00 .30 .00 .31 .00 .32 .00 .105 .4640 • FILE: CVEN-012-B-4.WSW .0278 .00 .33 w s P G w - CIVILDESIGN Version 14.06 Program package Serial Number: 1796 WATER SURFACE PROFILE LISTING LINE B-4 100 YEAR EVENT Froude N ******** .51 3.90 .51 3.65 .51 3.42 .51 3.20 .51 3.00 .51 2.80 .51 2.62 .51 2.45 .51 2.30 Norm Dp .87 .17 .88 .17 .89 .17 .90 .17 .90 .17 .91 .17 .92 .17 .93 .17 .94 N 1.000 .013 1.000 .013 1.000 .013 1.000 .013 1.000 .013 1.000 .013 1.000 .013 1.000 .013 1.000 X-Fall ******* .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 .00 .000 ZR Vr * * ft ft .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 0 0 Type ch ******* 1 .0 PIPE 1 .0 PIPE 1 PIPE 1 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 PIPE 1 .0 .17 .013 .00 .00 Date: 9-12-2011 Time: 3:12:30 PIPE PAGE ff***44**Vr**Vr*********44**ftftftftft I Invert ( Depth Station (Elev ( (FT) Water ( Q Elev ( (CFS) *****Vr*VrVrVr ****** Vel vel (FPS) Head Vr****VrVrVr*************VrV L/Elem (Ch Slope | ff*ftVrftVrft*ft I ********* I Vr** ( ( 10.156 208B285 -I- -I- B091 .4640 ( ( ( ( 10.247 208.327 .353 208.680 ********* j*Vc******* ( 341 208.626 1.44 -I- -I-•(-SF Ave fr***** I ******* 6.08 Energy Grd.El. .57 -I .0244 HF ********* 209.20 .00 Super (Critical Elev i Depth **ft*Vr*******ftft*VrVr***ftftftftftftftftftft Flow Top Height/(Base Wt width Dia.-FT or I.D. •(• SE Dpth(Froude N ******* I******** ( .00 .51 Norm Dp ******** "N" ******* 1.44 5.80 ( .52 209.20 Page 2 .34 2.15 I .00 .51 .95 1.000 -I- .17 .013 I .96 1.000 x-Fall ******* ZL ZR kit** .000 .00 1 1 1 .00 .00 1 - PIPE I 1 .000 .00 1 1 ******** No Wth Prs/Pip Type Ch ******* .0 .0 CVEN-012-B-4.OUT 079 .4640 .0214 00 .35 2.01 .17 .013 .00 .00 PIPE 10 326 208.363 .366 208 729 1 44 5 53 .47 209 20 .00 .51 .96 1.000 .000 .00 1 .0 068 .4640 .0187 00 .37 1.87 .17 .013 .00 .00 PIPE 10 393 208.395 .379 208 774 1 44 5 27 .43 209 21 .00 .51 .97 1.000 .000 .00 1 .0 057 .4640 .0164 00 .38 1.75 .17 .013 .00 .00 PIPE 10 450 208.421 .393 208 814 1 44 5 03 .39 209 21 .00 .51 .98 1.000 .000 .00 1 .0 048 .4640 .0144 00 .39 1.64 .17 .013 .00 .00 PIPE 10 498 208.443 .407 208 850 1 44 4 79 .36 209 21 .00 .51 .98 1.000 .000 .00 1 .0 039 .4640 .0127 00 .41 1.53 .17 .013 .00 .00 PIPE 10 537 208.461 .422 208 883 1 44 4 57 .32 209 21 .00 .51 .99 1.000 .000 .00 1 .0 031 .4640 .0111 00 .42 1.43 .17 .013 .00 .00 PIPE 10 568 208.476 .438 208 913 1 44 4 36 .29 209 21 .00 .51 .99 1.000 .000 .00 1 .0 023 .4640 .0098 00 .44 1.33 .17 .013 .00 .00 PIPE 10 591 208.486 .454 208 940 1 44 4 16 .27 209 21 .00 .51 1.00 1.000 .000 .00 1 .0 016 .4640 .0086 00 .45 1.24 .17 .013 .00 .00 PIPE 0 FILE: CVEN-012-B-4.WSW w S P G w - CIVILDESIGN Version 14.06 program Package serial Number: 1796 WATER SURFACE PROFILE LISTING LINE B-4 100 YEAR EVENT PAGE 4 Date: 9-12-2011 Time: 3:12:30 Vr * Vc Vc Vr Vr * Vr Vr * Vr Vc Vr Vc * Vc * * Vr Vr Vr Vr * Vr Vc * Vc: fc * Vf Vr Vr Vr * Vr * Vr Vr Vf Vf Vf * Vf Vf Vf * Vr * Vr Vr Vr Vr Vr * * Vr Vr * * Vc Vc Vc * * * Vr Vr Vr Vr * * * * * Vr A Vr Vr Vr Vc Vc * * Vc * * * * * Vr Vr * * Vr Vr Vr Vr * * * * * Vc * * * Vc * Vr Vc Vc Vr Vr station Invert Elev Depth (FT) water Elev Q (CFS) vel (FPS) Vel Head Energy ( Grd.El. ( Super Elev Critical Depth Flow Top width Height/ Dia. -FT Base wt or I.D. ZL NO wth Prs/Pi p L/Elem **Vr* Vrft Vrft Ch Slope ********* ******** Vf * * * Vf Vf Vr Vr Vr **ftftftftft VrVr Vf * * * * * * SF Ave ftftftft VrVr Vr HF ( ********* I SE Dpth Froude N ******** Norm Dp "N" ******* x-Fall * * * * * * * ZR Type Ch ******* 10.607 208.494 .471 208.965 1.44 3.96 .24 209.21 ' .00 .51 1.00 1.000 .000 .00 1 .0 .010 .4640 .0076 1 .00 .47 1.16 .17 .013 .00 .00 PIPE 10.617 208.498 .489 208.987 1.44 3.78 .22 1 209.21 .00 .51 1.00 1.000 .000 .00 1 .0 .003 .4640 .0066 .00 .49 1.08 .17 .013 .00 .00 PIPE 10.620 208.500 -1 .508 209.008 - 1.44 3.59 - .20 1 209.21 -( .00 .51 1.00 1.000 .000 .00 1 .0 Page 3 Rip Rap Calculations 2D OR 2 W (min.) Endwall (typicol) PLAN Concrete Channel D min. SECKON B-B Design Velocity m/sec (ft/sec)* Rock Classificotlon T (nnin) 1.8-3 (6-10) No. 2 Backing 320mm (1.1ft) 3-3.7 (10-12) 220 kg (1/4 ton) 823mm (2.7ft) 3.7-4.3 (12-14) 450 kg (1/2 ton) 1.1m (3.5ft) 4.3-4.9 (14-16) 900 kg (1 ton) 1.3m (4.4ft) 4.9-5.5 (16-18) 1.8 tonne (2 ton) 1.6m (5.4ft) •over 5.5 mps (18 fps) requires speciol design D = Pipe Diometer W = Bottom Width of Channel #13 (#4) Bars Flow -Filter Blonket 152mm (6")^ Sill, Class 249kg/m' -C-13Mpo (420-C-2000) Concrete SECTION A-A NOTES 1. Plans shall specify: A) Rock Class and thickness (T). B) Filter moteriol, number of loyers ond thickness. 2. Rip rap shall be either quorry stone or broken concrete (if shown on the plans.) Cobbles ore not occeptable. 3. Rip rap shall be placed over filter blanket which may be either granular material or filter fabric (woven filter slit film fabric sholl not be used). 4. See Regional Supplement Amendments for selection of filter blanket. 5. Rip rap energy disslpotors sholl be designoted as either Type 1 or Type 2. Type 1 shall be with concrete sill; Type 2 shall be without sill. Revision By Approved Date SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY THE SAN OIEGO REGIONAL JTANDAROS COMMITTEE '^^;j^c:^^f(^04/z7/2m Chairperson RCE. 19246 Dote ORIGINAL Kerchevol 12/75 SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY THE SAN OIEGO REGIONAL JTANDAROS COMMITTEE '^^;j^c:^^f(^04/z7/2m Chairperson RCE. 19246 Dote Add Metric T. Stanton 03/03 RIP RAP ENERGY DISSIPATOR RECOMMENDED BY THE SAN OIEGO REGIONAL JTANDAROS COMMITTEE '^^;j^c:^^f(^04/z7/2m Chairperson RCE. 19246 Dote Add Rip Rop Tdble S. Brady 04/06 RIP RAP ENERGY DISSIPATOR RECOMMENDED BY THE SAN OIEGO REGIONAL JTANDAROS COMMITTEE '^^;j^c:^^f(^04/z7/2m Chairperson RCE. 19246 Dote RIP RAP ENERGY DISSIPATOR DRAWING n iin NUMBER RIP RAP ENERGY DISSIPATOR DRAWING n iin NUMBER t Hydrology Map (Proposed) B3Biai»it 8 Hydrology Map (Existing) Storm Drain Plans As-built plans ENGINEERING DEPT. LIBRARY City of Carlsbad 2075 Las Palmas Drive Carlsbad. CA 92009-4859 DETENTION STUDY for PLAZA PASEO REAL Prepared for: Carlsbad Retail Associates Job Number 10894-F '89 Dennis C. Bdwi-ih>^^M.S- RCE # 32838; EXPT^/ ?/90 RICK ENGINEERING COMPANY WATER RESOURCES DIVISION 5620 FRIARS ROAD SAN DIEGO, CALIFORNIA 92110 (619) 291-0707 i: ioj 1933 ''•fi loh No A Page No. — a i A 0 ' rum/-/' aoe-ff/c/e^l / = /n'^ensJi^j C•hih^'tn -from /nM/iS/i^j/ciifird'or Or i/r/ban /?o/r?c^r/3U) 4 ' area -acres, j • /OO /^r, ^-fo/^nn \ • ^ /6A. ^/-^/^/k - ^.75' /nrhas — ' see ^/7/iJrjser/ o/f-^/e rDAa /or r^-^reriiLe, , 3a&^>> A /<! - /6 /r}/n. f e&l —» /Z h^,'/i. /&/ //OiJ . Z mm. ^frfi.e/ , t /n/n ain^. ) — / ^ 3.3 /n /At, — C ^ .'/6 (/^a/ara /',:^/so ful s/oae oh// i^mr/ur'tt mut>/, S/maZ/r^ rutno/i) Uuj/em/h-' too' — •"•(ir ' from ^afcjral nomoyaoli >' -fo - min 1? 3 bOtiiin noHh tifC/e, -*Z.S' CfS ^ 5ou/h 6.5 RICK ENGINEERING COMPANY i ir";;;?,^?:^ 365 so. 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(9575 L^)'^ 3.3 CJ^ ' 6unip ArfAeA -SOU/A) s/^e ~/g^^//^ ^ O/- .3^ Ac RICK ENGINEERING COMPANY I S^^'^^JHISStriS 365 SO. RANCHO SANTA FE ROAD • SUITE 100 SAN MARCOS, CALIFORNIA 92069 • 619/744-4800 Asf^ume fuA, AaiAn no ^re^iAer AA^A^ /Ooo' Qr^n, ^(lOOo)Uo) = A). 1 'M Aug. s^Lnfie. & 'A 6tf i^pAirAf>Dn 3.3c^ COUNTY OF SAN DIECO TOPOGRAPHIC SURVEY SCALE 1.2400 CONTOUR mTERVAL 5 FEET ;i -..y tl I . f ; :-;A : l!W 01 •^ :• 9 D FOOT CALIFORNIA RECTANGULAR GRID (ZONE VI) THREE DIGITS OF THE GRID NUMBERS ARE OMITTED W COOHD NftTt VA^UtS 4Rr SHO*N ON THL StJ'.i t M flNt «LST M&R.T .N.'i INDEX TO A.DJOINING SHEETS 346 i677 " 3416-;6e3 i 346-I6B9 J^; 2 lfl? ,' pj-BZ 1685, I 342-1689 338 1677 '3Sa-!68J .338-1589 SAN DIEGO COUNTY CALIFORNIA SHEET 342-1683 i i x8 .-AO* t i \230 220 234 ' < RIGHT i i Gt//?S fl r « .i i j • /O-f 00 11-hOO 12-hOO j-i- \ 1 TC - Cl. t/«i£SS OTHERWISE SHOWN ..1.4- 508 13+00 14-hOO '•2)0 TOP LEFT 206 CURB i/0 toPv^ RIGHT : CURB ! 220 - l) ketoats 210 PROFILE SCALES HORIZ. : 1"=40' VERT. : r=8' SEWER DATA BEMING/llELT* RADIUS LENGTH RENARKS T 105.87 «" nc 2 orir/a" 5I».«> ia.B7 «" PVC J « «•«'(«> 221.30 0" PVC STORM DRAIN DATA BEMING/DELTK DADIUS LENGTH RENARKS I w «-j2'ajv 12.59 18' RCP 135O-0 2 e3.ee IB' RCP 1350-0 3 « «-rsit»> S7.4e 18' RCP 1350-0 4 «-»7'r»' StO.00 00.02 18' RCP I3S0-D S « 4s-42'ieyr JS2.26 18'RCP 13S0-0 6 N 40ri7'44t 7.73 IB' RCP 13SO-0 7 N 4arir44-c 27.75 18' RCP 1350-0 t N «•«•(»> 44.04 18' RCP 1350-0 WATER DATA O KARING/KLT* RADIUS LENGTH REMARKS ( 17.00 8' PVC CL1S0 2 * 4S^SWW tS.03 a' nc cLiso 3 ofirie' Ttaoc 59.12 8' nc a.150 4 M «•«•(«> 221.x «• PVC Ctl50 CURB DATA 1 1 KARING/KLTA RADIUS LENGTH RENARKS ( Br44'21' XI. 00 42.00 0" lypc e c*e 2 ei.4a «• TWE 0 cao 3 o4-irie' Taoioo 53.37 »• TWE 0 CM 4 N 49-42'l3\l 312.0e e' TYPe G CAG 5 »r-47T2" 30.00 42.82 «• TW 0 CM « « «•»!»> 50.48 8' TYPE G CM 7 W/7'f5" 020.00 81.37 6' TWE e CM < « 49-42'ieH 302.83 8' TWE G CM CENTERLINE DATA () •eMnNG/IICl.TA RADIUS LENGTH RENARKS 1 105.07 2 M-(7V»" AOOOO 59.87 3 218.13 1 Rf tWP' SON MD DOUBLE 'STREET NAUE SKN 12' WHITE IMtr UNE AMO 'STOP' LEBENO 10.10.84 - l4.tS3.il MsomeM H MOORHEN PLACEjafe SEE SHEET 9 /s?' p 14+00.00 UOORHEN PI. I TWE 8 »»£7 19 PER DOC: 1992-D07289B REC; 2-11-92 FOR EXISnHB lUPROVaiENTS FOR DOVE LANE SEE P0-34S. DWG NO. 305-68 £«. SIDEWALK —at. R0» APN 216-050-73 BENCH MARK DESCRfTKN: STA R1B00 248+85 LLSIRttl CO. fwcfe D£Pr. SURV UON. LOCATION: EUamON: 295.335 DAT1M U.SL B-3-03 RLM ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CFTY APPROVAL CNGINECR OF WORK /^4nJ c:?<^ax^ iArM ENQMEER ' MTE 41670 tXP. »/30/0l "AS BUILT" CITY OF CARLSBAD ENGINEERING DEPARTM£NT PLANS FOR me IMPROVFUENT OF: LOHF PROPERTY OWN BY: —-J, CHKO 8Y:_2it£, RWD BY: EXP I?/-^f/0? 7/k/rt 1 / DATE PROJECT NO. cr 97-15 DRAWING NO. 377-6 .<3 HUNSAKEfl & ASSOCIATES • CMWD 98-520 HI. name: R:\0025\0025ipl0