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CDP 00-47; Leucadia Drainage Project; Detention Basin Evaluation; 2001-01-03
DETENTION BASIN EVALUATION LEUCADIA DRAINAGE PROJECT January 3, 2001 Prepared for: City of Encinitas, California Submitted by: WEST CONSULTANTS, INC. WEST Consultants, Inc. 11848 Bernardo Plaza Court, Suite 140-B SanDiego, CA 92128-2418 TABLE OF CONTENTS LIST OF TABLES " LIST OF FIGURES ii 1. INTRODUCTION 1 1.1. Background and Purpose 1 1.2. Drainage Improvements 1 2. HYDROLOGY 2 2.1. Drainage Subarea Delineation 2 2.2. Hydrograph Development 2 2.2.1. Type B Storm Distribution 2 2.2.2. SCS Method for Computing Runoff 6 3. HYDRAULIC MODELING 9 3.1. SWMM Overview 9 3.2. EXTRAN (SWMM) Application 9 4. RESULTS AND CONCLUSIONS 10 4.1. Basin Inflow and Outflow 10 4.2. Basin Water Surface Elevations - 10-year Storm 10 4.3. Basin Water Surface Elevations - 50-year and lOO-year Storms 10 5. REFERENCES 16 APPENDICES Appendix A. Results of Percolation and Permeability Testing Appendix B. SWMM 4.4 EXTRAN Input Data File LIST OF TABLES Table 1. Elevation-Area-Capacity Relationships for Basins 3 Table 2. Type B Storm Distributions for 10-year, 50-year, and 100-year Recurrence Intervals ^ Table 3. Subarea Data for Development of SCS Runoff Hydrographs 8 LIST OF FIGURES Figure 1 A. Drainage Area Map - South 4 Figure IB. Drainage Area Map - North 5 Figure 2. Hydrographs for Basin 1 Inflow and Outflow - 10-year, 24-hour Storm Event 12 Figure 3. Basin Water Surface Elevation vs. Time - 10-year, 24-hour Storm Event 13 Figure 4. Basin Water Surface Elevation vs. Time - 50-year, 24-hour Storm Event 14 Figure 5. Basin Water Surface Elevation vs. Time - 100-year, 24-hour Storm Event 15 INTRODUCTION 1.1. BACKGROUND AND PURPOSE At the request of the City of Encinitas, WEST Consultants, Inc. has conducted a hydrologic evaluation for the proposed Leucadia Drainage Project serving the City of Encinitas, Califomia. Runoff from the proposed project will discharge into two connected basins, which are located within South Carlsbad State Beach. The smaller basin (Basin 1) discharges to the larger basin (Basin 2). The design goal during the 10-year storm event is that the maximum water surface elevation in Basin 2 does not exceed elevation 7.0 feet, NGVD. This goal is specified in order to protect endangered species habitat above elevation 7.0 feet. The purpose ofthis study is to evaluate the maximum flooding elevation in Basin 2 under the 10-year storm. In addition, the maximum flooding elevation in Basin 2 is evaluated for the 50-year and 100-year storms. This hydrologic evaluation was conducted by A. Jake Gusman, P.E., with the assistance of Ramesh S. Chintala and Iwan M. Thomas. Technical review and oversight was provided by Brian J. Doeing, P.E. 1.2. DRAINAGE IMPROVEMENTS The proposed Leucadia Drainage Project improvements (City of Encinitas, 1999) include the following improvements: Earthen Drainaee Channel - An earthen drainage channel / swale will be constructed on the east side of the San Diego Northem Railway from approximately 600 feet south of Orpheus Avenue to 500 feet north of Orpheus Avenue, where it will join an existing drainage swale. Runoff will flow north along the swale, entering the main storm drain just south of Union Street. Main Storm Drain Line Installation - A 24-inch storm drain line is proposed for installation adjacent to the San Diego Northem Railway from Union Street to Basin 1. The storm drain line will be constmcted of reinforced concrete pipe (RCP) from Union Street to approximately 750 north of Grandview Street (Station 92+00); and of Hobas or Polycrete pipe from Station 92+00 to Basin 1 (Station 112+18). Lateral Storm Drain Line Installation - A number of lateral storm drain lines are proposed, including Line "A" (entering main storm drain Station 19+94; originating from Cereus Street), Line "B" (Station 20+76 at Basil Street), Line "C" (Station 25+25 at Cadmus Street), Line "D" (Station 34+26 at Europa Street), Lines "E" and "F" (Station 39+74 at Leucadia Boulevard), and Line "G" (Station 44+14 at Jasper Street). Three additional lateral connections are shown on the project plans; however they are unnamed. For the purposes ofthis study, they are referred to as Connection 1 (Station 37+35; south of Leucadia Boulevard), Connection 2 (Station 60+15; north of Phoebe Street), and Connection 3 (Station 84+95 at Grandview Street). In addition, a lateral (Connection 4) not shown on the project plans will be added at Station 97+50 (conversation with Kipp Hefher, City of Encinitas, December 6, 2000). Basin 1 Extjansion - The capacity of Basin 1 will be increased to 3.7 acre-feet at elevation 14 feet. A small portion of the parking lot at South Carlsbad State Beach will be removed to accommodate regrading and expansion of the basin. A 48-inch CMP riser pipe (inlet elevation = 10 feet, NGVD) will be constmcted in Basin 1, which will connect to the existing culvert between Basin 1 and Basin 2. The capacity of Basin 2 (12.0 acre- feet at elevation 11 feet) will not be increased. Elevation-area-volume relationships for the basins are provided in Table 1. 2. HYDROLOGY 2.1. DRAINAGE SUBAREA DELINEATION Drainage subareas were delineated based on: (1) a field visit by WEST Consultants, Inc. with Kipp Heftier ofthe City of Encinitas; (2) the City of Encinitas Master Drainage Plan 400-Scale Topography map with 5-foot contour interval (City of Encinitas, 1989); and (3) the Leucadia Drainage Project improvement plans (City of Encinitas, 1999). A total of 14 subareas were delineated, as shown on the drainage area map (see Figures 1A and IB). The total drainage area is approximately 283 acres (0.44 sq. mi.). 2.2. HYDROGRAPH DEVELOPMENT Hydrographs were developed for each subarea using a 24-hour rainfall distribution in conjunction with the Soil Conservation Service (SCS) method. Ahemate approaches for developing the mnoff hydrographs, such as the Modified Rational Method and other peak flow-based methods, were investigated. However, none of these methods was selected because they generally underestimate the mnoff volume and are not recommended for determining basin storage volumes (Walesh, 1999). In contrast, using the 24-hour storm distribution with the SCS method provides more conservative volumetric results. The storm distribution and SCS Method are described in greater detail below. 2.2.1. Tvpe B Storm Distribution According to the San Diego County Hydrology Manual, the Type B storm distribution is to be used as the 24-hour duration design storm in westem (i.e., non-desert) San Diego County. Table 1. Elevation-Area-Capacity Relationships for Basins. Elevation (ft) Area Volume^^' Elevation (ft) (ft') (acres) (ft') (gal) 6as/'n 1 5 6,208 0.14 0 0 6 7,956 0.18 7,081 52,970 7 11,404 0.26 16,760 125,374 8 15,280 0.35 30,100 225,164 9 17,924 0.41 46,710 349,415 10 19,864 0.46 65,600 490,722 11 21,748 0.50 86,410 646,392 12 23,660 0.54 109,100 816,125 13 25,524 0.59 133,700 1,000,146 14 27,416 0.63 160,200 1,198,379 Basin 2 5 9,904 0.23 ~0 ~0 6 41,932 0.96 26,440 197,785 7 77,276 1.77 86,510 647,140 8 97,440 2.24 173,900 1,300,862 9 109,264 2.51 277,200 2,073,600 10 125,044 2.87 394,400 2,950,317 11 133,100 3.06 523,500 3,916,052 (1) storage volume in each basin was calculated by the Storm Water Management Model (SWMM). The cumulative Type B distribution is given in Table 2. In addition, listed in Table 2 are the 10-year, 50-year, and 100-year storm distributions which are based on the Type B distribution' and the 24-hour rainfall amounts for Encinitas, Califomia. The 24-hour rainfall values are taken from the isopluvial maps given in the County Hydrology Manual. 2.2.2. SCS Method for Computing Runoff Runoff from each subarea was estimated using the SCS method, as described in the San Diego County Hydrology Manual. The composite SCS curve number (CN) for each subarea was estimated based on: (1) soil survey maps (SCS and Forest Service, 1973), (2) the City of Encinitas zoning map (dated August 18, 2000), and (3) the curve number descriptions given in the Hydrology Manual. The composite curve number for each subarea takes the percent impervious area into account. Lag times for the SCS method were originally calculated using the empirical relationships given in the Hydrology Manual. However, given the small size of many of the subareas (7 to 10 acres), the empirical relationship was giving unrealistically small lag times. For this reason, the typical lag relationship for ungaged watersheds was used (SCS, 1986): T,ag = 0.6Tc where Tiag = lag time (min), and Tc = time of concenfration (min) Time of concentration is calculated as the sum of fravel times for sheet flow, shallow concentrated flow, and channel flow (SCS, 1986). For the coast region of San Diego County (including the City of Encinitas), the Hydrology Manual specifies that an antecedent moisture condition (AMC) of 1.5 be used for storm frequencies of 5 to 35 years, and an AMC of 2.0 for storm frequencies of 35 to 150 years. Table 3 lists subarea data for development of SCS runoff hydrographs, including area, soil group, curve number, time of concentration, and lag time. A basin model with each of the drainage subareas was created using the HEC-HMS (Hydrologic Modeling System) computer program (Hydrologic Engineering Center, 2000). With the cumulative 24-hour storm distributions as precipitation input, HEC- HMS was used to calculate a mnoff hydrograph for each subarea using the SCS method. These individual hydrographs were used as input to the drainage system hydraulic model, which is described in the next section. if* ii FIGURE lA. Drainage Area Map - South LEGEND Subarea Number Subarea Boundary Storm Drain - Main Storm Drain - Lateral Drainage Swale Aerial photography/topography taken from the City of Encinitas Master Drainage Plan, 1989 (Scale: r'=400') WEST CONSULTANTS, INC, Prepared for: City of Encinitas, CA December 7, 2000 .4 '4* 9 \ \ ' BASIN 1 I CITY OF CARLSBAD ' * '.^.^^CrrY OF ENCINITAS |" X • '\ La Costa Ave I »\ 700 '#1 • -It* >" 4 N \ **^4" ' INF FIGURE IB. Drainage Area Map - North 50 LEGEND Subarea Number Subarea Boundary Storm Drain - Main Storm Drain Lateral Drainage Swale Aerial photography/topography taken from the City of Encinitas Master Drainage Plan, 1989 (Scale: r'=400') WEST Prepared for: City of Lncinitas, CA See Figure lA Table 2. Type B Storm Distributions for 10-year, 50-year, and 100-year Recurrence intervals. (1) Time (hr) CUMULATIVE STORM DISTRIBUTIONS (ENCINITAS, CA) Time (hr) 10-year (In) 50-year (in) 100-year (In) 0.0 0.000 0.000 0.000 0.000 0.5 0.009 0.025 0.032 0.036 1.0 0.016 0.045 0.056 0.064 1.5 0.025 0.070 0.088 0.100 2.0 0.034 0,095 0,119 0.136 2.5 0.045 0.126 0.158 0.180 3.0 0.054 0.151 0.189 0.216 3.5 0.065 0.182 0.228 0.260 4.0 0.077 0.216 0.270 0.308 4.5 0.090 0.252 0.315 0.360 5.0 0.104 0.291 0.364 0.416 5.5 0.120 0.336 0.420 0.480 6.0 0.137 0.384 0.480 0.548 6.5 0.157 0.440 0.550 0.628 7.0 0.180 0.504 0.630 0.720 7.5 0.210 0.588 0.735 0.840 8.0 0.255 0.714 0.893 1.020 8.5 0.322 0.902 1.127 1.288 9.0 0.410 1.148 1.435 1.640 9.5 0.506 1.417 1.771 2.024 10.0 0.588 1.646 2.058 2.352 10.5 0.629 1.761 2.202 2.516 11.0 0.656 1,837 2.296 2.624 11.5 0.679 1.901 2.377 2.716 12.0 0.700 1.960 2.450 2.800 12.5 0.720 2.016 2.520 2.880 13.0 0.739 2.069 2.587 2.956 13.5 0.756 2,117 2,646 3.024 14.0 0,772 2.162 2.702 3.088 14.5 0.790 2.212 2.765 3.160 15.0 0.800 2.240 2.800 3.200 15.5 0.816 2.285 2.856 3.264 16.0 0.831 2.327 2.909 3.324 16.5 0.845 2.366 2.958 3.380 17.0 0.860 2.408 3.010 3.440 17.5 0.872 2.442 3.052 3.488 18.0 0.885 2.478 3.098 3.540 18.5 0.895 2.506 3.133 3.580 19.0 0.905 2,534 3.168 3.620 19.5 0.914 2.559 3.199 3.656 20.0 0.924 2.587 3.234 3.696 20.5 0.935 2.618 3.273 3.740 21.0 0.945 2.646 3.308 3.780 21.5 0.954 2,671 3,339 3.816 22.0 0.963 2.696 3.371 3.852 22.5 0.972 2.722 3.402 3.888 23.0 0.981 2.747 3.434 3.924 23.5 0.991 2.775 3.469 3.964 24.0 1.000 2.800 3.500 4.000 (1) From Hydrology /Manual, County of San Diego (1993) (2) P/P24 = cumulative precipitation / total 24-hour precipitation Table 3. Subarea Data for Development of SCS Runoff Hydrographs. AMC = 2.0 AMC**'= 1.5 Subarea Area (acres) Soil Group Composite CN Initial Loss, 1, (in) Composite CN Initial Loss, 1, (in) T (3) ' c (min) Mag (min) 50 9.0 A 70 0.85 61 1.31 8.3 5.0 100 56.3 A (5) 66 1.05 56 1.57 28.0 16.8 150 33.4 A 77 0.60 68 0.94 6.2 3.7 200 48.7 A 75 0.66 66 1.03 14.3 8.6 250 7.1 A 78 0.55 69 0.90 3.3 2.0 300 7.9 A 78 0.58 69 0.90 5.6 3.3 350 9.5 A 77 0.61 68 0.94 4.0 2.4 400 7.4 A 78 0.58 69 0.90 2.8 1.7 450 7.2 A 79 0.53 71 0.84 2.3 1.4 500 56.9 A 78 0.55 69 0.90 16.1 9.7 550 21.9 A 79 0.52 71 0.84 8.4 5.0 600 10.9 A 78 0.55 69 0.90 9.0 5.4 650 0.7 A n/a 700 5.7 A 97 0.06 94 0.13 3.4 2.0 (1) Soils in the study drainage area consist of the very rapidly draining Marina series (MIC and MIE). (2) Antecedent moisture condition, per San Diego County Hydrology Manual. (3) Time of concentration (T^) = Time (sheet flow) + Time (shallow concentrated flow) + Time (channel flow) (4) Lag time (T|ag) = 0.6 T^ (5) Subarea 200 Includes an insignificant area (<1%) with the Carlsbad soil series (CbB). (6) Subarea 650 represents the direct precipitation on Basin 1; no lag time or losses are used. (7) Subarea 700 represents the beach parking lot, as well as precipitation on Basin 2. 3. HYDRAULIC MODELING The Storm Water Management Model (SWMM), Version 4.4gu, was used to simulate the drainage system improvements of the Leucadia Drainage Project, and to evaluate the project's effect on the maximum water surface elevation in Basin 2. The SWMM computer program and its application to this study are described below. 3.L SWMM OVERVIEW SWMM, which was developed for the U.S. Environmental Protection Agency, is a widely used computer program for modeling both the quantity and quality of storm water runoff An extensive collection of literature has been produced on the application ofthe SWMM program, which has been continuously improved since its first release nearly two decades ago. In addition, SWMM is approved by the Federal Emergency Management Agency (FEMA) for use in flood insurance studies. PC-SWMM (developed by Computational Hydraulics, Inc.) provides a Windows interface to the DOS-based SWMM program, and was used for this study. SWMM is comprised of a number of hydrologic/hydrauUc simulation modules, as well as data management modules. For this study, only one module - EXTRAN - was required. EXTRAN is a hydraulic flow routing model for open channel and/or closed conduit systems. The module performs dynamic routing of stormwater flows through the storm drain system, and will simulate free-surface flow, pressure flow or surcharge, backwater and flow reversals, weir and orifice flow, pumping facilities, and storage facilities such as detention basins (James and James, 2000). 3,2. EXTRAN (SWMM^ APPLICATION The SWMM module EXTRAN was used to model the drainage channel/swale, main storm drain line, and basins. The drainage channel/swale is modeled as a natural channel, the main storm drain line as a closed conduit system, and the basins as storage junctions. Lateral storm drain lines are not explicitly modeled in EXTRAN, but are included in the time of concentration calculations (channel travel time) for each subarea (see Section 2.2.2). In the model, runoff hydrographs are input directly to the main storm drain pipe at the locations of laterals, using the K3 lines in EXTRAN. It should also be noted that storm drain inlets are not modeled explicitly. The basins are modeled as storage junctions for which depth-surface area relationships are input, and depth-storage capacity curves are calculated by EXTRAN. A riser pipe in Basin 1 is connected to a culvert, which carries flow from Basin 1 to Basin 2. The riser pipe inlet is modeled using a slot weir, the riser pipe as a junction, and the culvert as a standard conduit. A weir coefficient of 2.67 was used for the riser pipe inlet. A sensitivity analysis ofthe weir coefficient (i.e., using a value of 3.0) showed no change to the maximum water surface elevation in Basin 2. There is no outlet from Basin 2; however, basin overtopping may occur and is approximated using a weir spillway at elevation 11.0 feet. Percolation from each basin is modeled using a pump in EXTRAN, whose discharge is based on the water surface elevation and corresponding surface area, in conjunction with the field-measured percolation rates. Field-measured stabilized percolation rates are 18 min/in for Basin 1 and 25 min/in for Basin 2 as shown in Appendix A (Geopacifica, 2000). The EXTRAN input file for the 10-year storm is provided as Appendix B. RESULTS AND CONCLUSIONS 4.L BASIN INFLOW AND OUTFLOW Figure 2 presents the inflow to Basin 1 from the Leucadia drainage area, as well as the outflow from Basin 1 to Basin 2 via the riser pipe, for the 10-year, 24-hour storm. The peak inflow to Basin 1 is 18.9 cfs. Basin 1 peak inflow values for the 50-year and lOO- year storms are 26.7 cfs and 28.4 cfs, respectively. 4.2, RASIN WATER SURFACE ELEVATIONS -1 0-YRAR STORM Figure 3 presents the water surface elevations in Basin 1 and Basin 2 versus time for the lO-year, 24-hour storm. Percolation from the basins is taken into account in these results. The water surface in Basin 2 exceeds elevation 7.0 feet for approximately 14 hours ofthe 32-hour simulation period. During the time in which elevation 7.0 feet is exceeded, the mean water surface elevation is 7.4 feet, with a maximum elevation of 7.6 feet. These results are based on the percolation rates provided by the geotechnical consultant (Geopacifica, 2000), and on the full capacity of the basins being available for storage. The sensitivity of the computed Basin 2 elevation was analyzed with respect to the percolation rates used. For the case in which percolation from both basins is ignored, the water surface in Basin 2 reaches a maximum elevation of 10.3 feet for the 10-year storm. If percolation rates are assumed to be 50% of the field-measured values, then Basin 2 reaches a maximum elevation of 8.8 feet for the 10-year storm. 4.3. RASIN WATER SURFACE ELEVATIONS - 50-YEAR AND 100-YEAR STORMS During the 50-year and 100-year storm events, EXTRAN simulations show significant surface flooding at four model junctions: (1) the beginning of the storm drain pipe (Station 11+16); (2) the junction where Line "D" enters (Station 34+26); (3) the junction where Lines "E" and "F" enter (Station 39+74); and (4) the junction where Connection 2 enters (Station 60+15). Surface flooding occurs when the hydraulic grade line at a junction reaches the maximum surcharge elevation. For bolted-down manholes, this is the estimated maximum pressure the manhole can withstand. Due to the set-up of the model, overflow at these junctions is lost from the system. For the 50-year storm, 15% of the inflow volume is lost to flooding, while 24% of the inflow volume is lost during the 100-year storm. In order to fully account for this flow, a more detailed analysis including 10 the evaluation of inlet capacities, as well as explicitly modeling lateral storm drain lines, would be required. For the 50-year storm with percolation from the basins included, the water surface in Basin 2 reaches a maximum elevation of 11.1 feet, based on an overtopping elevation of 11.0 feet (see Figure 4). The water surface in Basin 2 for the 100-year storm also reaches a maximum elevation of 11.1 feet, although it reaches the overtopping elevation more rapidly than during the 50-year storm (see Figure 5). For both the 50-year and 100-year storms. Basin 2 experiences overtopping, whether or not percolation is included in the simulation. A summary of results is provided for all three storm events is provided below. Storm Maximum Basin 2 Elev. (ft, NGVD) Notes 10-year 7.6 Percolation included in simulation. 50-year 11.1 Basin 2 overtops, with or vi^ithout percolation modeled. 100-year 11.1 Basin 2 overtops, with or without percolation modeled. 11 Figure 2. Hydrographs for Basin 1 Inflow and Outflow 10-year, 24-hour Storm Event 20 15 42 o 10 Peak Inflow = 18.9 cfs Inflow to Basin 1 (excluding direct precipitation on basin) Peak Outflow = 8.3 cfs 12 16 Time (hr) 20 24 28 32 12 12 Figure 3. Basin Water Surface Elevation vs. Time 10-year, 24-hour Storm Event 11 BASIN 1 Basin 1 Riser Inlet Elevation _ 10 ()- c .2 '.5 n > fl) lil 0) o 3 (O 0) *.< ra Maximum Basin 2 Elev. = 7.6 feet (NGVD) Basin 2 Elevation of Interest 7 Note: The Basin 2 water surface elevation rises first due to a larger direct runoff component and a lower percolation rate. Note: Lowering of the basin water surface elevations after 24 hours is due to percolation from the basins. 12 16 Time (hr) 20 24 28 32 13 Figure 4. Basin Water Surface Elevation vs. Time 50-year, 24-hour Storm Event 12 11 ^ 10 £ c o 5 9 fl) UJ o 1 8 (0 fl> ra 5 . BASIN 1 Basin 1 Riser Inlet Elevation Basin 2 Overtopping e Note: The Basin 2 water surface elevation rises first due to a larger direct runoff component and a lower percolation rate. Note: Lowering of the basin water surface elevations after 24 hours is due to percolation from the basins. 8 12 16 Time (hr) 20 24 28 32 14 Figure 5. Basin Water Surface Elevation vs. Time 100-year, 24-hour Storm Event 12 11 ^ 10 c o 5 9 Q) UJ 0) o 1 8 (O a> ra 5 . BASIN 1 Basin 1 Riser Inlet Elevation Basin 2 Overtopping Note: The Basin 2 water surface elevation rises first due to a larger direct runoff component and a lower percolation rate. Note: Lowering of the basin water surface elevations after 24 hours is due to percolation from the basins. 12 16 Time (hr) 20 24 28 32 15 5. REFERENCES City of Encinitas (1989). City of Encinitas Master Drainage Plan 400-Scale Topography. Sheets 1, 5, and 9 of 18. Prepared by ASL Consulting Engineers, Inc. for the City of Encinitas Public Works Department. City of Encinitas (1999). Improvement Plans for Leucadia Drainage Project. Prepared by W.A. Pasco Engineering, Inc. for the City of Encinitas Engineering Department County of San Diego (1993). Hydrology Manual. County of San Diego Department of Public Works, Flood Control Division. Geopacifica, Inc. (Febmary 18, 2000). Results of Percolation and Permeability Testing. Memorandum to Kipp Hefher, City of Encinitas. Hydrologic Engineering Center (March 2000). Hydrologic Modeling System, HEC-HMS User's Guide, Version 2.0. Davis, Cahfomia: Hydrologic Engineering Center, U.S. Army Corps of Engineers. James, W., and James, R.C, eds. (2000). Hydraulics - User's Guide to SWMM4 TRANSPORT, EXTRAN and STORAGE Modules. Guelph, Canada: Computational Hydraulics, Inc. Based on the 1988 SWMM Manuals by W.C. Huber, R.E. Dickinson, L.A. Roesner, and J.A. Aldrich. Soil Conservation Service (1986). Urban Hydrology for Small Watersheds. Technical Release 55. Engineering Division, Soil Conservation Service, U.S. Dept. of Agriculture. Soil Conservation Service and Forest Service (1973). Soil Survey - San Diego Area, California. Prepared in cooperation with Univ. of Califomia Agr. Exp. Station, U.S. Dept. of the Interior, and Dept. of the Navy. Walesh, S.G. (1989). Urban Surface Water Management. New York: John Wiley & Sons. 16 APPENDIX A RESULTS OF PERCOLATION AND PERMEABILITY TESTING Geopacifica, Inc. Memo To: Kipp Hefner, City of Encinitas From: James Knowlton, Geotechnical Consultant, Date: 02/18/00 Re: Results of Percolation and Permeability Testing In response to your request, we have perfomied percolation and permeability testing at the detention basin at Ponto State Beach. Two holes were hand augered to a depth of 4 feet and samples were obtained for laboratory testing. The augered holes were then filled with water and allowed to saturate the soil. Water was then added to the hole and the amount of drop in the hole was measured to determine a stabilized rate of drop in minutes per inch. The following is the result of our laboratory testing and percolation testing: Percolation Testing Location Stabilized Rate(Minutes/inch) B-1 18min/in. B-2 25min/in. Permeability Testing Location B-1@2' B-2@3' Permeability 120.4x10 cm/sec 125 x 10'^ cm/sec A final report with boring logs; laboratory testing and maps will be given to you within one week. These results should enable you to go fonward with your planning. • Page 1 APPENDIX B SWMM 4.4 EXTRAN INPUT DATA FILE SWMM 4.4 EXTRAN Input Data File (10-year, 24-hour Storm) Note: Input files for 50-year and lOO-year stonns are the hydrographs on the K3 lines. same except for SWMM 4 .4 EXTRAN INPUT DATA FILE Detention Basin Evaluation - Leucadia Drainage Project 10-year, 24-hour Type B Storm Event Antecedent Moisture Condition (AMC) = 1.5 Prepared for: City of Encinitas Prepared by: WEST Consultants, Inc. www.westconsultants.com Date: December 6, 2000 $EXTRAN * Title Lines Al 'Detention Basin Evaluation -Leucadia Drainage Project' A2 * '10-year Storm Event' * Run Control • ISOL KSUPER KREDO TOLCSl QLOWCS T0LCS2 BO 0 0 0 0 0 0 * JELEV JDOWN I PRATE BB 1 0 1 * NTCYC DELT TZERO NSTART INTER JNTER REDO Bl 38400 3 . 0 0 . 0 0 20 2 0 991201 * Note: Simulation length is 32 hours. * METRIC NEQUAL AMEN I TMAX StreTOL B2 * 0 3 0 100 0.01 Print Control NHPRT NQPRT NPLT LPLT NJSW B3 6 5 6 5 14 * JPRT(X) B4 20080 20130 20210 20220 20245 20255 * CPRT(X) B5 960 980 1300 1400 1480 * JPLT(X) B6 20080 20130 20210 20220 20245 20255 * KPLT(X) B7 * 960 980 1300 1400 1480 * Condu its/Channels * NCOND NJUNCl NJtINC2 QO NKLASS AFULL DEEP WIDE LEN ZP(1) ZP(2) ROUGH STHETA SPHl ENTK EXITK OTHl * Conduit 960: Proposed drainage swale 00098 Cl 960 19990 20000 0 8 0 0 0 1064.95 71.23 70 19 0 960 0 . 00098 0 0 0 * Conduit 980: Existing drainage swale Cl 980 20000 20010 0 8 0 0 0 777 13 70.19 59 00 0 980 0 . 01440 0 0 0 Cl 1000 20010 20020 0 1 0 1.5 0 436 87 59.00 56 82 0. 013 0 0 0 . 5 0 . 2 0 Cl 1020 20020 20030 0 1 0 1.5 0 434 48 56.80 54 62 0 . 013 0 0 0 2 0 . 2 0 * Note: There are 90-degree bends between Conduits 1020 and 1040 and between * Conduits 1040 and 1060 (additional losses are added). Cl 1040 20030 20040 0 1 0 2 0 76.00 54 . 54 50 15 0 013 0 0 0 2 0 2 0 . 4 Cl 1060 20040 20050 0 1 0 2 0 447 47 50.14 49 02 0 013 0 0 0 2 0 2 0 4 Cl 1080 20050 20060 0 1 0 2 0 446 55 49.01 47 89 0 013 0 0 0 2 0 2 0 Cl 1100 20060 20070 0 1 0 2 0 446 57 47.88 46 77 0 013 0 0 0 2 0 2 0 Cl 1120 20070 20080 0 1 0 2 0 304 54 46.76 45 .67 0 013 0 0 0 2 0 2 0 Cl 1140 20080 20090 0 1 0 2 0 235 10 45.66 42 .25 0 013 0 0 0 2 0 2 0 Cl 1160 20090 20100 0 1 0 2 0 436 .10 42.24 41 .15 0 013 0 0 0 2 0 2 0 Cl 1180 20100 20110 0 1 0 2 0 521 . 00 41.14 39 .21 0 013 0 0 0 2 0 2 0 Cl 1200 20110 20120 0 1 0 2 0 521 . 00 39 .20 37 . 89 0 013 0 0 0 2 0 2 0 Cl 1220 20120 20130 0 1 0 2 0 546 .96 37.88 36 .51 0 013 0 0 0 2 0 2 0 Cl 1240 20130 20140 0 1 0 2 0 496 . 00 36.50 35 .26 0 013 0 0 0 2 0 2 0 Cl 1260 20140 20150 0 1 0 2 0 496 . 00 35 .25 34 . 01 0 013 0 0 0 2 0 2 0 Cl 1280 20150 20160 0 1 0 2 0 496 .00 34 .00 32 .75 0 013 0 0 0 2 0 2 0 Cl 1300 20160 20170 0 1 0 2 0 496 . 00 32.74 31 .50 0 013 0 0 0 2 0 2 0 Cl 1320 20170 20180 0 1 0 2 0 475 . 76 31.49 30 .30 0 013 0 0 0 2 0 2 0 Cl 1340 20180 20190 0 1 0 2 0 418 .42 30.29 29 .24 0 013 0 0 0 2 0 2 0 Cl 1360 20190 20200 0 1 0 2 0 279 . 08 29.23 28 .53 0 013 0 0 0 2 0 0 0 Cl 1380 20200 20210 0 1 0 2 0 545 . 92 28.53 27 .17 0 .012 0 0 0 .0 0 .2 0 Cl 1400 20210 20220 0 1 0 2 0 737 .95 27.16 25 .31 0 . 012 0 0 0 .2 0 .2 0 Cl 1420 20220 20230 0 1 0 2 0 684 .23 25.28 10 .60 0 . 012 0 0 0 .2 0 .2 0 Cl 1440 20230 20245 0 1 0 2 0 21. 16 10.52 5 . 68 0 .013 0 0 0 .2 0 .2 0 Cl 1460 20240 20245 0 1 0 2 0 8 . 00 5.35 5 . 00 0 . 013 0 0 0 .2 1 . 0 0 * Conduit 1480: Culvert connecting Basin 1 riser pipe to Basin 2 Cl * 1480 20250 20255 0 1 0 3 0 94 . 0 5.48 4 . 67 0 . 013 0 0 0 .2 1 . 0 0 * Natural Channels * IREAD CS ' SAVE * Note: Representative cross sections for the proposed and existing * reaches of grass swale are given below. * XNL XNR XNCH C2 0.05 0 . 025 0.05 * SECNO NtJMST STCHL STCHR XLOBL XLOBR LEN PXSECR PSXECE C3 960 6 28.5 31.5 0 0 1064 . 95 0 0 * EL(1) STA(l) C4 73.7 0 72.06 25 70.31 28 .5 70.31 31.5 72 . 06 35 C4 73.0 45 * XNL XNR XNCH C2 0.05 0.05 0.05 * SECNO NtmST STCHL STCHR XLOBL XLOBR LEN PXSECR PSXECE C3 980 5 0 45 0 0 777.13 0 0 * EL(1) STA(l) C4 * 66.5 0 65.0 18 64 .6 23 67.0 37 70.0 * Junctions * 45 * Note: Manholes will be bolted down. For this reason, the new parameter * StniELEV (maximum surcharge elevation; added in version 4.4g) is used * on the Dl lines. SURELEV is set 10 feet above the ground elevation * (GRELEV) at the manhole. JUN GRELEV QINST YO XLOC YLOC SURELEV Dl Junction 19990: 19990 90.00 Beginning of graded swale 71.23 0 0 0 Junction 20000: 20000 90.00 End of graded swale / beginning of existing swale 70.19 * Junction 20010: Dl 20010 65.00 Dl 20020 64,00 Beginning of pipe [headwall, no manhole] 59 . 00 56 . 80 0 74 .00 Dl Junction 20030: 20030 65.80 Line " 54 . 54 enters (Station 19+94) 0 0 0 75 . 80 Dl Junction 20040: Line 20040 66,00 50.14 'B" enters (Station 20+76) 76 . 00 * Junction 20050: Dl 20050 67.50 Dl 20060 59.50 Line "C" enters (Station 25+25) 49.01 47.88 77.50 69.50 Dl Junction 20070 : 20070 57.00 Line "D" enters (Station 34+26) 46.76 0 0 0 67 . 00 Junction 20080; 20080 55.30 Connection 1 enters (Station 3 7+35) 45 . 66 0 70 . 00 Dl Junction 20090: 20090 56.00 Lines 42.24 "E" and "F" enter (Station 39+74) OOOO 66 .00 * Junction 20100 : Dl 20100 56.00 Dl 20110 53.70 Dl 20120 53.90 Line "G" enters (Station 44+14) 41.14 39.20 37 . 88 66 . 00 63 . 70 63 . 90 Dl Junction 2013 0; 20130 50.40 Connection 2 enters (Station 60+15) 36.50 OOOO 60 .40 Dl 20140 50.00 35 . 25 0 0 0 0 60 . 00 Dl 20150 54.20 34 . 00 0 0 0 0 64 . 20 Dl 20160 54.70 32 . 74 0 0 0 0 64 . 70 Dl 20170 53.30 31.49 0 0 0 0 63 30 * Junction 20180: Connection 3 enters (Station 84+95) Dl 20180 53.10 30.29 0 0 0 0 63 10 Dl 20190 50.60 29.23 0 0 0 0 60 60 * Junction 20200: Begin Hobas or Polycrete pipe [no manhole] (Station 92+0 Dl 20200 52.00 28.53 0 0 0 0 62 00 * Junction 20210: Connection 4 enters (Station 97+50) Dl 20210 54.20 27.16 0 0 0 0 64 20 Dl 20220 55.80 25.28 0 0 0 0 65 80 Dl 20230 22.13 10.52 0 0 0 0 32 13 Dl 20240 15.00 5.35 0 0 0 0 25 00 « Junction 20245 represents Basin 1 (small/first detention basin) Dl 20245 15.00 5.00 0 0 0 0 0 * Junction 20250 represents riser pipe in Basin 1 Dl 20250 15.00 5.48 0 0 0 0 0 * Junction 20255 represents Basin 2 (large/second detention basin) Dl 20255 15.00 4.67 0 0 0 0 0 * Junctions 20260 through 20263 are "dummy" outflow juctions Dl 20260 15.00 4 . 00 0 0 0 0 0 Dl 20261 15.00 4 .00 0 0 0 0 0 Dl 20262 15.00 4 .00 0 0 0 0 0 Dl 20263 15.00 4 . 00 0 0 0 0 0 * Storage Units * NVS PR EO •k 1 * Riser pipe junction: * JSTORE ZTOP ASTORE NUMST El 20250 15.00 12.566 0 * Basin 1 (small/first detention basin): * JSTORE ZTOP ASTORE NUMST El 20245 15.00 -1 11 * Note: E2 lines provide surface area-depth data * QCURVE(1,1) QCURVE(2,1) E2 0.1425 0 0.1826 1 0.2618 2 0.3508 3 0.4115 0.5432 7 0.5860 8 0.6294 9 0.6656 10 0.4560 0.4993 * Basin 2 (large/second detention basin): * JSTORE ZTOP ASTORE NUMST El 20255 15.00 -1 9 E2 0.0001 0 0.0001 0.32 0.2274 0.33 2.8706 5.33 3.0556 6.33 0.9842 1.33 1.7740 2.33 2.2369 3.33 2,5084 4.33 Note: The surface area-depth data on line E2 must start at the junction invert. Therefore, depth = 0 ft corresponds to the junction invert elevation (4.67 ft) - the elevation at which flow enters the detention basin. Because there is minimal storage volume between the invert and the 5 ft elevation, small surface area values are given for depths of 0 and 0.33 (elevations of 4.67 and 4.99 ft). Weirs Note: A weir node is used to get water from the Basin 1 storage node into the riser inlet. The weir length is set to the circumference of the riser inlet. NJUNCl NJUNC2 KWEIR YCREST YTOP WLEN COEF ISUBEQ ENDCON THETAV C0EF2 * Basin 1 - Riser inlet weir: Gl 20245 20250 1 5.00 7.00 4 . 0 2.67 • Basin 1 - Basin overtopping weir: Gl 20245 20260 1 10.00 20.00 110 .0 2.67 Gl Basin 2 - Basm overtopping weir: 20255 20261 1 6.33 20.00 200.0 2.67 Pumps * Note: Pumps are used to simulate infiltration from the basins. The * pumping rate is calculated based on the surface area at each * water depth and the field-measured percolation rates (Basin 1: * 18 min/in; Basin 2: 25 min/in). * IPTYP NJUNCl NJUNC2 NPRATE PRATEl PRATE2 PRATE3 PRATE4 PRATES PRATE6 PRATE7 PRATE8 VRATEl VRATE2 VRATE3 VRATE4 VRATE5 VRATE6 VRATE7 , ^ 0,479 0.614 0.880 1.179 1.383 1.533 1.678 1.826 12 3 4 5 6 HI 7 HI 20245 20262 IPTYP NJUNCl NJUNC2 NPRATE PRATEl PRATE2 PRATE3 PRATE4 PRATE5 PRATE6 PRATE7 VRATEl VRATE2 VRATE3 VRATE4 VRATE5 VRATE6 20255 20263 0 . 550 2 .330 4 .293 5.413 6.070 6 .947 7 .394 1.33 2.33 3 .33 4 .33 5 .33 6.33 Boundary Conditions II II II II * Jl JFREE 20260 20261 20262 20263 NTIDE 1 NBCF 1 1 1 1 * Hydrographs * NINC Kl 14 20255 K2 19990 20010 20030 20040 20050 20070 20080 20090 20100 20130 20180 20210 20245 20255 * Note: Flow hydrographs are originating from the following subareas: 650 700 50 100 150 250 300 350 200 400 450 500 550 600 650 700 * 19990 20010 20030 20040 20050 20070 20080 20090 20100 20130 20180 20210 20245 20255 K3 0.000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 K3 0.033 0 0 0 0 0 0 0 0 0 0 0 0 0 0 K3 0.067 0 0 0 0 0 0 0 0 0 0 0 0 0 0 K3 0.100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 K3 0.133 0 0 0 0 0 0 0 0 0 0 0 0 0 0 K3 0 .167 0 0 0 0 0 0 0 0 0 0 0 0 0 0 K3 0.200 0 0 0 0 0 0 0 0 0 0 0 0 0 0 K3 0.233 0 0 0 0 0 0 0 0 0 0 0 0 0 0 K3 0 .267 0 0 0 0 0 0 0 0 0 0 0 0 0 0 K3 0 .300 0 0 0 0 0 0 0 0 0 0 0 0 0 0 K3 0.333 0 0 0 0 0 0 0 0 0 0 0 0 0 0 K3 0.367 0 0 0 0 0 0 0 0 0 0 0 0 0 0 K3 0 .400 0 0 0 0 0 0 0 0 0 0 0 0 0 0 K3 0.433 0 0 0 0 0 0 0 0 0 0 0 0 0 0 K3 0.467 0 0 0 0 0 0 0 0 0 0 0 0 0 0 K3 0.500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 K3 0.533 0 0 0 0 0 0 0 0 0 0 0 0 0 . 02 0 K3 0.567 0 0 0 0 0 0 0 0 0 0 0 0 0 . 03 0 K3 0.600 0 0 0 0 0 0 0 0 0 0 0 0 0 . 03 0 K3 0.633 0 0 0 0 0 0 0 0 0 0 0 0 0.03 0 K3 0.667 0 0 0 0 0 0 0 0 0 0 0 0 0 . 03 0 K3 0 . 700 0 0 0 0 0 0 0 0 0 0 0 0 0.03 0 K3 0 . 733 0 0 0 0 0 0 0 0 0 0 0 0 0.03 0 K3 0.767 0 0 0 0 0 0 0 0 0 0 0 0 0 . 03 0 K3 0 . 800 0 0 0 0 0 0 0 0 0 0 0 0 0 . 03 0 K3 0.833 0 0 0 0 0 0 0 0 0 0 0 0 0 . 03 0 K3 0 . 867 0 0 0 0 0 0 0 0 0 0 0 0 0 . 03 0 K3 0 . 900 0 0 0 0 0 0 0 0 0 0 0 0 0.03 0 K3 0.933 0 0 0 0 0 0 0 0 0 0 0 0 0.03 0 K3 0 . 967 0 0 0 0 0 0 0 0 0 0 0 0 0 . 03 0 K3 1.000 0 0 0 0 0 0 0 0 0 0 0 0 0.03 0 K3 1.033 0 0 0 0 0 0 0 0 0 0 0 0 0.03 0 K3 1. 067 0 0 0 0 0 0 0 0 0 0 0 0 0 . 03 0 K3 1.100 0 0 0 0 0 0 0 0 0 0 0 0 0.03 0 K3 1.133 0 0 0 0 0 0 0 0 0 0 0 0 0.03 0 K3 1.167 0 0 0 0 0 0 0 0 0 0 0 0 0.03 0 K3 1.200 0 0 0 0 0 0 0 0 0 0 0 0 0.03 0 K3 1 .233 0 0 0 0 0 0 0 0 0 0 0 0 0.03 0 K3 1.267 0 0 0 0 0 0 0 0 0 0 0 0 0.03 0 K3 1.300 0 0 0 0 0 0 0 0 0 0 0 0 0 . 03 0 K3 1.333 0 0 0 0 0 0 0 0 0 0 0 0 0 . 03 0 K3 1.367 0 0 0 0 0 0 0 0 0 0 0 0 0.03 0 K3 1.400 0 0 0 0 0 0 0 0 0 0 0 0 0.03 0 K3 1 .433 0 0 0 0 0 0 0 0 0 0 0 0 0 . 03 0 K3 1.467 0 0 0 0 0 0 0 0 0 0 0 0 0 . 03 0 K3 1.500 0 0 0 0 0 0 0 0 0 0 0 0 0.03 0 K3 1 .533 0 0 0 0 0 0 0 0 0 0 0 0 0 , .03 0 K3 1 ,567 0 0 0 0 0 0 0 0 0 0 0 0 0 , ,03 0 K3 1, ,600 0 0 0 0 0 0 0 0 0 0 0 0 0 . ,03 0 K3 1, ,633 0 0 0 0 0 0 0 0 0 0 0 0 0 , ,03 0 K3 1, ,667 0 0 0 0 0 0 0 0 0 0 0 0 0 . ,03 0 K3 1, ,700 0 0 0 0 0 0 0 0 0 0 0 0 0 . ,03 0 K3 1, .733 0 0 0 0 0 0 0 0 0 0 0 0 0. .03 0 K3 1, .767 0 0 0 0 0 0 0 0 0 0 0 0 0 , ,03 0 K3 1, , 800 0 0 0 0 0 0 0 0 0 0 0 0 0. ,03 0 K3 1, . 833 0 0 0 0 0 0 0 0 0 0 0 0 0. .03 0 K3 1, .867 0 0 0 0 0 0 0 0 0 0 0 0 0. ,03 0 K3 1. . 900 0 0 0 0 0 0 0 0 0 0 0 0 0. .03 0 K3 1, . 933 0 0 0 0 0 0 0 0 0 0 0 0 0. .03 0 K3 1, , 967 0 0 0 0 0 0 0 0 0 0 0 0 0, ,03 0 K3 2 , , 000 0 0 0 0 0 0 0 0 0 0 0 0 0, . 03 0 K3 2 , , 033 0 0 0 0 0 0 0 0 0 0 0 0 0. . 04 0 K3 2 , . 067 0 0 0 0 0 0 0 0 0 0 0 0 0, . 04 0 K3 2 . ,100 0 0 0 0 0 0 0 0 0 0 0 0 0. .04 0 K3 2 , ,133 0 0 0 0 0 0 0 0 0 0 0 0 0. .04 0 K3 2 , .167 0 0 0 0 0 0 0 0 0 0 0 0 0. . 04 0 K3 2 , ,200 0 0 0 0 0 0 0 0 0 0 0 0 0, .04 0 K3 2 , .233 0 0 0 0 0 0 0 0 0 0 0 0 0 . .04 0 K3 2 , ,267 0 0 0 0 0 0 0 0 0 0 0 0 0 . .04 0 K3 2 , ,300 0 0 0 0 0 0 0 0 0 0 0 0 0 . .04 0 K3 2 , ,333 0 0 0 0 0 0 0 0 0 0 0 0 0 . .04 0 K3 2 , ,367 0 0 0 0 0 0 0 0 0 0 0 0 0 . .04 0 K3 2 , ,400 0 0 0 0 0 0 0 0 0 0 0 0 0 . .04 0 K3 2 ,433 0 0 0 0 0 0 0 0 0 0 0 0 0 , .04 0 K3 2 , ,467 0 0 0 0 0 0 0 0 0 0 0 0 0 , .04 0 K3 2 , ,500 0 0 0 0 0 0 0 0 0 0 0 0 0 . .04 0 K3 2 , ,533 0 0 0 0 0 0 0 0 0 0 0 0 0 . .04 0 K3 2 . ,567 0 0 0 0 0 0 0 0 0 0 0 0 0 . . 03 0 K3 2 . .600 0 0 0 0 0 0 0 0 0 0 0 0 0 . ,03 0 K3 2 , ,633 0 0 0 0 0 0 0 0 0 0 0 0 0 . ,03 0 K3 2 , ,667 0 0 0 0 0 0 0 0 0 0 0 0 0 . .03 0 K3 2 . , 700 0 0 0 0 0 0 0 0 0 0 0 0 0 , ,03 0 K3 2 . ,733 0 0 0 0 0 0 0 0 0 0 0 0 0 , ,03 0 K3 2 , ,767 0 0 0 0 0 0 0 0 0 0 0 0 0 , , 03 0 K3 2 , ,800 0 0 0 0 0 0 0 0 0 0 0 0 0 . ,03 0 K3 2 , 833 0 0 0 0 0 0 0 0 0 0 0 0 0 . ,03 0 K3 2 , ,867 0 0 0 0 0 0 0 0 0 0 0 0 0 . ,03 0 K3 2 , , 900 0 0 0 0 0 0 0 0 0 0 0 0 0 , ,03 0 K3 2 , , 933 0 0 0 0 0 0 0 0 0 0 0 0 0 . ,03 0 K3 2 , . 967 0 0 0 0 0 0 0 0 0 0 0 0 0 . ,03 0 K3 3 , , 000 0 0 0 0 0 0 0 0 0 0 0 0 0 . ,03 0 K3 3 . , 033 0 0 0 0 0 0 0 0 0 0 0 0 0 . ,04 0 K3 3 , , 067 0 0 0 0 0 0 0 0 0 0 0 0 0 . ,04 0 K3 3 , .100 0 0 0 0 0 0 0 0 0 0 0 0 0 , ,04 0 K3 3 . ,133 0 0 0 0 0 0 0 0 0 0 0 0 0 , , 04 0 K3 3 . .167 0 0 0 0 0 0 0 0 0 0 0 0 0 . ,04 0 K3 3 . .200 0 0 0 0 0 0 0 0 0 0 0 0 0 . , 04 0.01 K3 3 . .233 0 0 0 0 0 0 0 0 0 0 0 0 0 , , 04 0.01 K3 3 . .267 0 0 0 0 0 0 0 0 0 0 0 0 0 , 04 0.01 K3 3 . .300 0 0 0 0 0 0 0 0 0 0 0 0 0, , 04 0 . 01 K3 3 , .333 0 0 0 0 0 0 0 0 0 0 0 0 0 , 04 0 . 01 K3 3 . ,367 0 0 0 0 0 0 0 0 0 0 0 0 0 . 04 0 . 02 K3 3 , 400 0 0 0 0 0 0 0 0 0 0 0 0 0 . 04 0. 02 K3 3 . 433 0 0 0 0 0 0 0 0 0 0 0 0 0. 04 0. 02 K3 3 , 467 0 0 0 0 0 0 0 0 0 0 0 0 0 . 04 0. 02 K3 3 , 500 0 0 0 0 0 0 0 0 0 0 0 0 0 . 04 0 . 03 K3 3 . 533 0 0 0 0 0 0 0 0 0 0 0 0 0 . 04 0 . 03 K3 3 , .567 0 0 0 0 0 0 0 0 0 0 0 0 0 . 05 0 . 03 K3 3 , .600 0 0 0 0 0 0 0 0 0 0 0 0 0 . 05 0 . 03 K3 3 , .633 0 0 0 0 0 0 0 0 0 0 0 0 0 . 05 0 . 04 K3 3 . .667 0 0 0 0 0 0 0 0 0 0 0 0 0 . 05 0. 04 K3 3 , . 700 0 0 0 0 0 0 0 0 0 0 0 0 0 . 05 0 , 04 K3 3 . .733 0 0 0 0 0 0 0 0 0 0 0 0 0 . 05 0 , 04 K3 3 , .767 0 0 0 0 0 0 0 0 0 0 0 0 0 . 05 0, .05 K3 3 , , 800 0 0 0 0 0 0 0 0 0 0 0 0 0 , .05 0, .05 K3 3 ,833 0 0 0 0 0 0 0 0 0 0 0 0 0 , .05 0 . .05 K3 3 .867 0 0 0 0 0 0 0 0 0 0 0 0 0. . 05 0 . . 05 K3 3 .900 0 0 0 0 0 0 0 0 0 0 0 0 0 , .05 0 . .06 K3 3 .933 0 0 0 0 0 0 0 0 0 0 0 0 0 . . 05 0 , . 06 K3 3 .967 0 0 0 0 0 0 0 0 0 0 0 0 0 . . 05 0 , .06 K3 4 .000 0 0 0 0 0 0 0 0 0 0 0 0 0, . 05 0 . .06 K3 4 .033 0 0 0 0 0 0 0 0 0 0 0 0 0 . . 05 0 , .07 K3 4 .067 0 0 0 0 0 0 0 0 0 0 0 0 0 . . 05 0 . .07 K3 4 .100 0 0 0 0 0 0 0 0 0 0 0 0 0 . .05 0 . .07 K3 4 .133 0 0 0 0 0 0 0 0 0 0 0 0 0 . . 05 0 .07 K3 4 .167 0 0 0 0 0 0 0 0 0 0 0 0 0 , .05 0 .08 K3 4 .200 0 0 0 0 0 0 0 0 0 0 0 0 0 , .05 0 . 08 K3 4 .233 0 0 0 0 0 0 0 0 0 0 0 0 0 , .05 0 . 08 K3 4 .267 0 0 0 0 0 0 0 0 0 0 0 0 0 . , 05 0 , 08 K3 4 .300 0 0 0 0 0 0 0 0 0 0 0 0 0 , 05 0 , 09 K3 4 .333 0 0 0 0 0 0 0 0 0 0 0 0 0 , 05 0 , 09 K3 4 .367 0 0 0 0 0 0 0 0 0 0 0 0 0 , 05 0 ,09 K3 4 .400 0 0 0 0 0 0 0 0 0 0 0 0 0 .05 0 .09 K3 4 .433 0 0 0 0 0 0 0 0 0 0 0 0 0 ,05 0 .09 K3 4 .467 0 0 0 0 0 0 0 0 0 0 0 0 0 ,05 0 .1 K3 4 . 500 0 0 0 0 0 0 0 0 0 0 0 0 0 ,05 0 .1 K3 4 . 533 0 0 0 0 0 0 0 0 0 0 0 0 0 ,05 0 . 1 K3 4 . 567 0 0 0 0 0 0 0 0 0 0 0 0 0 .05 0 .11 K3 4 . 600 0 0 0 0 0 0 0 0 0 0 0 0 0 .05 0 .11 K3 4 .633 0 0 0 0 0 0 0 0 0 0 0 0 0 . 05 0 . 12 K3 4 . 667 0 0 0 0 0 0 0 0 0 0 0 0 0 .05 0 . 12 K3 4 . 700 0 0 0 0 0 0 0 0 0 0 0 0 0 . 05 0 . 12 K3 4 . 733 0 0 0 0 0 0 0 0 0 0 0 0 0 . 05 0 .12 K3 4 . 767 0 0 0 0 0 0 0 0 0 0 0 0 0 .05 0 .13 K3 4 . 800 0 0 0 0 0 0 0 0 0 0 0 0 0 .05 0 .13 K3 4 .833 0 0 0 0 0 0 0 0 0 0 0 0 0 .05 0 .13 K3 4 . 867 0 0 0 0 0 0 0 0 0 0 0 0 0 .05 0 .13 K3 4 . 900 0 0 0 0 0 0 0 0 0 0 0 0 0 . 05 0 .13 K3 4 . 933 0 0 0 0 0 0 0 0 0 0 0 0 0 . 05 0 .14 K3 4 . 967 0 0 0 0 0 0 0 0 0 0 0 0 0 . 05 0 .14 K3 5 . 000 0 0 0 0 0 0 0 0 0 0 0 0 0 . 05 0 .14 K3 5 . 033 0 0 0 0 0 0 0 0 0 0 0 0 0 . 06 0 .15 K3 5 . 067 0 0 0 0 0 0 0 0 0 0 0 0 0 .06 0 .16 K3 5 .100 0 0 0 0 0 0 0 0 0 0 0 0 0 .06 0 .17 K3 5 .133 0 0 0 0 0 0 0 0 0 0 0 0 0 .06 0 .17 K3 5 .167 0 0 0 0 0 0 0 0 0 0 0 0 0 .06 0 .17 K3 5 . 200 0 0 0 0 0 0 0 0 0 0 0 0 0 .06 0 .18 K3 5 .233 0 0 0 0 0 0 0 0 0 0 0 0 0 .06 0 .18 K3 5 . .267 0 0 0 0 0 0 0 0 0 0 0 0 0. . 06 0, .18 K3 5 . .300 0 0 0 0 0 0 0 0 0 0 0 0 0, .06 0, .19 K3 5 . .333 0 0 0 0 0 0 0 0 0 0 0 0 0. . 06 0. .19 K3 5 . .367 0 0 0 0 0 0 0 0 0 0 0 0 0. .06 0, .19 K3 5 . .400 0 0 0 0 0 0 0 0 0 0 0 0 0 . . 06 0. .19 K3 5 . .433 0 0 0 0 0 0 0 0 0 0 0 0 0. . 06 0. .2 K3 5 . .467 0 0 0 0 0 0 0 0 0 0 0 0 0. . 06 0, .2 K3 5 , .500 0 0 0 0 0 0 0 0 0 0 0 0 0 . . 06 0, .2 K3 5 , . 533 0 0 0 0 0 0 0 0 0 0 0 0 0. . 06 0, .21 K3 5. .567 0 0 0 0 0 0 0 0 0 0 0 0 0. .06 0. .22 K3 5 . .600 0 0 0 0 0 0 0 0 0 0 0 0 0 . . 06 0, .22 K3 5 . .633 0 0 0 0 0 0 0 0 0 0 0 0 0. . 06 0, .22 K3 5 . .667 0 0 0 0 0 0 0 0 0 0 0 0 0 , . 06 0 . .23 K3 5 , .700 0 0 0 0 0 0 0 0 0 0 0 0 0 , .06 0 . .23 K3 5 . .733 0 0 0 0 0 0 0 0 0 0 0 0 0 , ,06 0 . .23 K3 5 . . 767 0 0 0 0 0 0 0 0 0 0 0 0 0 , ,06 0 , .23 K3 5 . ,800 0 0 0 0 0 0 0 0 0 0 0 0 0 , ,06 0 . .24 K3 5 , ,833 0 0 0 0 0 0 0 0 0 0 0 0 0 , ,06 0 . .24 K3 5 , , 867 0 0 0 0 0 0 0 0 0 0 0 0 0 ,06 0 . .24 K3 5 , , 900 0 0 0 0 0 0 0 0 0 0 0 0 0 , ,06 0 , .24 K3 5 , , 933 0 0 0 0 0 0 0 0 0 0 0 0 0 , , 06 0 , .25 K3 5 , 967 0 0 0 0 0 0 0 0 0 0 0 0 0, , 06 0, .25 K3 6 , 000 0 0 0 0 0 0 0 0 0 0 0 0 0 , 06 0, .25 K3 6 , 033 0 0 0 0 0 0 0 0 0 0 0 0 0, , 07 0, .27 K3 6 , , 067 0 0 0 0 0 0 0 0 0 0 0 0 0, , 07 0, .29 K3 6 , 100 0 0 0 0 0 0 0 0 0 0 0 0 0 , 07 0, .3 K3 6 , 133 0 0 0 0 0 0 0 0 0 0 0 0 0 , 07 0, .3 K3 6 , 167 0 0 0 0 0 0 0 0 0 0 0 0 0 , 07 0, .3 K3 6 ,200 0 0 0 0 0 0 0 0 0 0 0 0 0 , 07 0 .31 K3 6 ,233 0 0 0 0 0 0 0 0 0 0 0 0 0, , 07 0, .31 K3 6 ,267 0 0 0 0 0 0 0 0 0 0 0 0 0 , 07 0 .31 K3 6. ,300 0 0 0 0 0 0 0 0 0 0 0 0 0 , 07 0, ,32 K3 6 , .333 0 0 0 0 0 0 0 0 0 0 0 0 0 , 07 0, ,32 K3 6 . .367 0 0 0 0 0 0 0 0 0 0 0 0 0 , 07 0 ,32 K3 6 .400 0 0 0 0 0 0 0 0 0 0 0 0 0 , 07 0, ,32 K3 6 , .433 0 0 0 0 0 0 0 0 0 0 0 0 0 .07 0 ,33 K3 6 , .467 0 0 0 0 0 0 0 0 0 0 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0.15 0.02 0.26 0 01 0.33 2 .25 K3 8 .667 0 0 0 .01 0.06 0 . 05 0.01 0 0 06 0.18 0.04 0.33 0 04 0.33 2 .27 K3 8 . 700 0 0 0 . 04 0 . 08 0.07 0.03 0 0 08 0.2 0.1 0 .41 0 06 0.33 2.28 K3 8 .733 0 0 0.1 0 .1 0.1 0.06 0 0 11 0.23 0.17 0.49 0 09 0.33 2.3 K3 8 .767 0 0 0 .19 0 .13 0.13 0.09 0 0 13 0.26 0.28 0.57 0 13 0.33 2 .31 K3 8 .800 0 0 0.29 0.15 0.15 0.12 0 0 16 0 .28 0 .41 0.65 0 17 0.33 2 .32 K3 8 . 833 0 0 0.39 0 .18 0.18 0.15 0 0 18 0 .31 0.55 0 . 73 0 2 0.33 2 . 33 K3 8 . 867 0 0 0.5 0.2 0.21 0.18 0 0 21 0.33 0.71 0.81 0 24 0.33 2 .34 K3 8 .900 0 0 0.61 0.22 0 .23 0.21 0 02 0 23 0.36 0.88 0.89 0 27 0.33 2.35 K3 8 . 933 0 0 0.72 0.25 0 .26 0.24 0 05 0 26 0 .38 1.05 0 . 96 0 31 0.33 2 .36 K3 8 . 967 0 0 0.82 0.27 0.28 0.27 0 09 0 28 0.4 1.23 1. 04 0 35 0.33 2 .37 10 K3 9. 000 0 0 0 93 0 29 0 31 0 3 0 17 0 31 0 43 1 41 1 11 0 38 0 33 2 38 K3 9. 033 0 0 1 05 0 33 0 34 0 35 0 26 0 34 0 48 1 59 1 19 0 42 0 35 2 47 K3 9. 067 0 0 1 19 0 36 0 38 0 39 0 37 0 38 0 52 1 78 1 29 0 47 0 36 2 58 K3 9. 100 0 0 1 33 0 39 0 42 0 43 0 5 0 41 0 55 1 98 1 4 0 51 0 36 2 62 K3 9. 133 0 0 1 47 0 42 0 45 0 47 0 65 0 44 0 58 2 2 1 51 0 56 0 36 2 64 K3 9. 167 0 0 1 59 0 45 0 48 0 5 0 8 0 47 0 6 2 42 1 6 0 61 0 36 2 65 K3 9. 200 0 0 1 72 0 47 0 51 0 53 0 96 0 49 0 63 2 65 1 69 0 65 0 36 2 66 K3 9. 233 0 0 1 84 0 5 0 54 0 57 1 12 0 52 0 65 2 87 1 78 0 69 0 36 2 67 K3 9. 267 0 0 1 96 0 52 0 57 0 6 1 29 0 55 0 68 3 09 1 86 0 73 0 36 2 68 K3 9. 300 0 0 2 07 0 55 0 59 0 63 1 45 0 57 0 71 3 31 1 95 0 77 0 36 2 69 K3 9. 333 0 0 2 19 0 57 0 62 0 67 1 62 0 6 0 73 3 52 2 03 0 81 0 36 2 69 K3 9. 367 0 0 2 3 0 59 0 65 0 7 1 78 0 62 0 76 3 73 2 1 0 85 0 36 2 7 K3 9. 400 0 0 2 41 0 62 0 67 0 73 1 95 0 65 0 78 3 94 2 18 0 88 0 36 2 71 K3 9. 433 0 01 0 2 52 0 64 0 7 0 76 2 11 0 67 0 8 4 14 2 26 0 92 0 36 2 72 K3 9. 467 0 02 0 2 63 0 66 0 73 0 79 2 27 0 7 0 83 4 34 2 33 0 96 0 36 2 72 K3 9. 500 0 04 0 2 74 0 69 0 75 0 82 2 43 0 72 0 85 4 53 2 41 0 99 0 36 2 73 K3 9. 533 0 06 0 2 8 0 67 0 76 0 8 2 58 0 7 0 78 4 72 2 46 1 02 0 32 2 58 K3 9. 567 0 08 0 2 78 0 64 0 73 0 77 2 71 0 67 0 77 4 88 2 45 1 02 0 31 2 42 K3 9. 600 0 1 0 2 74 0 64 0 72 0 78 2 81 0 68 0 78 5 2 42 1 01 0 3 2 37 K3 9. 633 0 12 0 2 75 0 66 0 73 0 79 2 89 0 69 0 8 5 08 2 4 1 01 0 3 2 35 K3 9. 667 0 14 0 2 79 0 67 0 74 0 81 2 95 0 7 0 81 5 13 2 4 1 01 0 3 2 35 K3 9. 700 0 15 0 2 84 0 68 0 76 0 83 3 01 0 72 0 83 5 17 2 43 1 03 0 3 2 35 K3 9. 733 0 17 0 2 91 0 7 0 77 0 85 3 08 0 73 0 84 5 23 2 46 1 05 0 3 2 36 K3 9 . 767 0 19 0 2 98 0 72 0 79 0 87 3 15 0 75 0 86 5 29 2 5 1 07 0 3 2 36 K3 9. 800 0 21 0 3 05 0 73 0 81 0 89 3 24 0 77 0 88 5 37 2 55 1 09 0 3 2 37 K3 9. 833 0 23 0 3 12 0 75 0 82 0 91 3 33 0 78 0 89 5 46 2 59 1 11 0 3 2 37 K3 9. 867 0 25 0 3 19 0 76 0 84 0 93 3 42 0 8 0 91 5 56 2 64 1 13 0 3 2 37 K3 9. 900 0 26 0 3 26 0 78 0 86 0 95 3 52 0 81 0 92 5 66 2 69 1 16 0 3 2 38 K3 9 . 933 0 28 0 3 32 0 79 0 87 0 97 3 61 0 83 0 94 5 77 2 73 1 18 0 3 2 38 K3 9. 967 0 3 0 3 39 0 8 0 89 0 99 3 71 0 84 0 95 5 89 2 78 1 2 0 3 2 39 K3 10 . 000 0 32 0 3 46 0 82 0 91 1 01 3 81 0 86 0 97 6 2 83 1 23 0 3 2 39 K3 10 . 033 0 32 0 01 3 36 0 67 0 84 0 83 3 88 0 71 0 62 6 07 2 79 1 21 0 19 1 94 K3 10 . 067 0 3 0 02 2 9 0 51 0 67 0 63 3 87 0 53 0 52 6 06 2 54 1 11 0 16 1 45 K3 10 . 100 0 27 0 03 2 44 0 46 0 56 0 57 3 74 0 48 0 5 5 92 2 2 0 96 0 15 1 29 K3 10 . 133 0 24 0 05 2 16 0 44 0 52 0 55 3 52 0 46 0 5 5 63 1 92 0 84 0 15 1 23 K3 10 .167 0 22 0 06 2 03 0 44 0 5 0 54 3 26 0 46 0 51 5 26 1 75 0 77 0 15 1 21 K3 10 .200 0 22 0 08 1 97 0 44 0 5 0 54 3 02 0 46 0 51 4 89 1 67 0 73 0 15 1 21 K3 10 . 233 0 21 0 1 1 95 0 44 0 49 0 55 2 81 0 46 0 51 4 55 1 62 0 71 0 15 1 21 K3 10 . 267 0 21 0 12 1 94 0 44 0 5 0 55 2 67 0 47 0 52 4 27 1 59 0 7 0 15 1 21 K3 10 .300 0 22 0 14 1 95 0 45 0 5 0 56 2 58 0 47 0 52 4 08 1 59 0 7 0 15 1 21 K3 10 .333 0 22 0 16 1 96 0 45 0 5 0 56 2 52 0 47 0 52 3 95 1 58 0 7 0 15 1 21 K3 10 .367 0 22 0 19 1 97 0 45 0 51 0 57 2 48 0 48 0 53 3 86 1 59 0 7 0 IS 1 21 K3 10 .400 0 23 0 21 1 98 0 46 0 51 0 57 2 46 0 48 0 53 3 8 1 6 0 7 0 15 1 21 K3 10 .433 0 23 0 23 2 0 46 0 52 0 58 2 46 0 48 0 54 3 77 1 6 0 71 0 15 1 21 K3 10 .467 0 23 0 25 2 02 0 47 0 52 0 58 2 46 0 49 0 54 3 74 1 61 0 71 0 15 1 21 K3 10 . 500 0 24 0 27 2 03 0 47 0 52 0 59 2 46 0 49 0 54 3 73 1 62 0 72 0 15 1 21 K3 10 . 533 0 24 0 3 1 98 0 41 0 49 0 51 2 46 0 43 0 41 3 72 1 6 0 71 0 11 1 06 K3 10 . 567 0 23 0 32 1 8 0 35 0 43 0 43 2 44 0 36 0 37 3 68 1 .5 0 66 0 1 0 89 K3 10 .600 0 21 0 34 1 61 0 33 0 39 0 41 2 37 0 34 0 36 3 59 1 .37 0 61 0 1 0 83 K3 10 .633 0 19 0 35 1 5 0 32 0 37 0 4 2 26 0 34 0 36 3 .46 1 .26 0 56 0 1 0 81 K3 10 .667 0 18 0 37 1 45 0 32 0 36 0 4 2 .14 0 33 0 37 3 .3 1 .2 0 53 0 1 0 81 K3 10 . 700 0 18 0 38 1 43 0 32 0 36 0 4 2 04 0 34 0 37 3 .14 1 .16 0 51 0 1 0 8 K3 10 . 733 0 18 0 38 1 42 0 32 0 36 0 4 1 .95 0 34 0 37 3 1 .14 0 51 0 1 0 8 K3 10 . 767 0 18 0 39 1 42 0 32 0 36 0 4 1 .89 0 34 0 37 2 .88 1 . 14 0 5 0 1 0 8 K3 10 . 800 0 18 0 39 1 42 0 32 0 36 0 41 1 .85 0 34 0 37 2 .8 1 .13 0 5 0 1 0 8 K3 10 . 833 0 18 0 4 1 42 0 33 0 .36 0 41 1 .82 0 34 0 37 2 .75 1 .13 0 5 0 1 0 81 11 K3 10 . 867 0 . 18 0 . 4 1. 43 0. 33 0 . 37 0 . 41 1. 81 0 . 34 0 . 38 2 . 71 1. 13 0 . 5 0 . 1 0 . 81 K3 10 . 900 0. 18 0 . 4 1. 44 0. 33 0 . 37 0. 41 1. 8 0 . 34 0 . 38 2 . 69 1. 14 0 . 5 0 . 1 0 . 81 K3 10 . 933 0 . 18 0 . 41 1. 44 0 . 33 0 . 37 0 . 41 1. 8 0 . 35 0. 38 2 . 67 1. 14 0. 51 0 . 1 0 . 81 K3 10 . 967 0 . 19 0 . 41 1. 45 0. 33 0 . 37 0 . 42 1. 8 0. 35 0 . 38 2 . 66 1. 14 0 . 51 0 . 1 0. 81 K3 11 000 0. 19 0 . 42 1. 46 0. 33 0 . 37 0 . 42 1. 8 0 . 35 0 . 38 2 . 66 1. 15 0 . 51 0 . 1 0 . 81 K3 11 033 0 19 0 42 1. 44 0. 31 0 . 36 0. 39 1. 8 0 . 33 0 . 34 2 . 65 1. 14 0 . 51 0 . 09 0 . 76 K3 11 067 0 18 0 43 1 38 0 29 0 34 0 37 1. 79 0. 31 0 . 33 2 64 1. 11 0. 49 0 . 09 0 . 71 K3 11 100 0 18 0 44 1 32 0 29 0 33 0 36 1 77 0 3 0 . 32 2 61 1. 07 0 48 0 . 09 0 69 K3 11 133 0 17 0 44 1 29 0 29 0 32 0 36 1 74 0. 3 0 . 33 2 57 1 04 0 46 0 . 09 0 68 K3 11 167 0 17 0 44 1 27 0 29 0 32 0 36 1 7 0 3 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12 K3 12 . 733 0 . 18 0 . 6 1. 2 0. 27 0 . 3 0 . 34 1. 54 0 . 28 0 . 3 2 . 19 0 . 92 0 . 42 0 . 07 0 . 57 K3 12 . 767 0 . 18 0 . 6 1. 2 0 . 27 0. 3 0 . 34 1. 54 0. 28 0. 3 2 . 18 0 . 92 0 . 42 0 . 07 0 . 57 K3 12. 800 0 . 18 0 . 61 1. 2 0 . 27 0. 3 0 . 34 1. 54 0 . 28 0. 31 2 . 18 0 . 93 0 . 42 0 . 07 0 . 57 K3 12 . 833 0 . 18 0 . 61 1. 2 0 . 27 0 . 3 0. 34 1. 54 0 . 28 0 . 31 2 . 18 0. 93 0. 42 0 . 07 0. 57 K3 12 . 867 0 . 18 0 . 61 1. 21 0. 27 0 . 3 0 . 34 1. 54 0 . 28 0 . 31 2 . 18 0 . 93 0 . 42 0 . 07 0 . 57 K3 12 . 900 0 . 18 0 . 61 1. 21 0 . 27 0 . 31 0 . 35 1. 54 0 . 29 0. 31 2 . 18 0 . 93 0 . 42 0. 07 0 . 57 K3 12 . 933 0. 18 0 . 62 1. 21 0 . 27 0. 31 0 . 35 1. 54 0. 29 0. 31 2 . 18 0 . 93 0 . 42 0. 07 0 . 57 K3 12 . 967 0 . 18 0 . 62 1. 22 0 . 27 0 . 31 0. 35 1. 55 0 . 29 0 . 31 2 . 18 0 . 93 0. 42 0 . 07 0 . 57 K3 13 . 000 0 . 19 0 . 62 1. 22 0. 27 0 . 31 0 . 35 1. 55 0 . 29 0 . 31 2 . 19 0. 94 0 . 42 0 . 07 0. 57 K3 13. 033 0 . 19 0 . 62 1. 21 0 . 27 0. 3 0 . 34 1. 55 0 . 28 0. 29 2 . 19 0. 93 0 . 42 0 . 07 0 . 55 K3 13 . 067 0 . 18 0 . 63 1. 18 0 . 25 0 . 29 0 . 32 1. 55 0. 27 0. 28 2 . 19 0 . 92 0 . 42 0 . 06 0 . 53 K3 13 . 100 0. 18 0 . 63 1. 15 0. 25 0 . 29 0. 32 1. 54 0 26 0 . 28 2 . 17 0 . 9 0 . 41 0 . 06 0 . 52 K3 13 133 0 . 18 0 . 63 1. 13 0 25 0 . 28 0 . 32 1. 52 0 26 0 . 28 2 . 15 0. 88 0 . 4 0 . 06 0. 52 K3 13 167 0 17 0 63 1 13 0 25 0 28 0 . 32 1. 5 0 26 0. 28 2 . 13 0 . 87 0 . 39 0 06 0. 52 K3 13 200 0 17 0 63 1 12 0 25 0 28 0 32 1. 48 0 26 0. 28 2 . 11 0 . 87 0. 39 0 06 0 52 K3 13 233 0 17 0 63 1 12 0 25 0 28 0 32 1 47 0 26 0 28 2 09 0. 86 0 39 0 06 0 52 K3 13 267 0 17 0 63 1 12 0 25 0 28 0 32 1 46 0 26 0 28 2 07 0 86 0 39 0 06 0 52 K3 13 300 0 17 0 63 1 13 0 25 0 28 0 32 1 46 0 27 0 28 2 06 0 86 0 39 0 06 0 52 K3 13 333 0 17 0 63 1 13 0 25 0 28 0 32 1 45 0 27 0 28 2 05 0 86 0 39 0 06 0 52 K3 13 367 0 18 0 63 1 13 0 25 0 28 0 32 1 45 0 27 0 29 2 05 0 87 0 39 0 06 0 52 K3 13 400 0 18 0 63 1 13 0 25 0 28 0 32 1 45 0 27 0 29 2 05 0 87 0 39 0 06 0 52 K3 13 433 0 18 0 63 1 13 0 25 0 29 0 32 1 45 0 27 0 29 2 05 0 87 0 39 0 06 0 52 K3 13 467 0 18 0 63 1 14 0 26 0 29 0 32 1 46 0 27 0 29 2 05 0 87 0 39 0 06 0 52 K3 13 500 0 18 0 63 1 14 0 26 0 29 0 33 1 46 0 27 0 29 2 05 0 87 0 4 0 06 0 52 K3 13 533 0 18 0 63 1 13 0 25 0 28 0 32 1 46 0 26 0 27 2 05 0 87 0 39 0 06 0 51 K3 13 567 0 18 0 63 1 12 0 24 0 28 0 31 1 46 0 26 0 27 2 05 0 86 0 39 0 06 0 49 K3 13 600 0 17 0 63 1 1 0 24 0 27 0 31 1 45 0 25 0 27 2 04 0 85 0 38 0 06 0 49 K3 13 633 0 17 0 64 1 09 0 24 0 27 0 31 1 44 0 25 0 27 2 03 0 84 0 38 0 06 0 49 K3 13 667 0 17 0 64 1 08 0 24 0 27 0 31 1 43 0 25 0 27 2 01 0 83 0 38 0 06 0 49 K3 13 700 0 17 0 64 1 08 0 24 0 27 0 31 1 42 0 25 0 27 2 0 83 0 38 0 06 0 49 K3 13 733 0 17 0 64 1 08 0 24 0 27 0 31 1 41 0 25 0 27 1 99 0 83 0 38 0 06 0 49 K3 13 767 0 17 0 64 1 08 0 24 0 27 0 31 1 41 0 25 0 27 1 98 0 83 0 38 0 06 0 49 K3 13 .800 0 17 0 64 1 09 0 24 0 27 0 31 1 41 0 26 0 27 1 97 0 83 0 38 0 06 0 49 K3 13 . 833 0 17 0 63 1 09 0 24 0 27 0 31 1 4 0 26 0 27 1 97 0 83 0 38 0 06 0 49 K3 13 . 867 0 17 0 63 1 09 0 .24 0 27 0 31 1 4 0 .26 0 27 1 97 0 83 0 38 0 06 0 49 K3 13 . 900 0 17 0 64 1 09 0 .24 0 .27 0 31 1 41 0 .26 0 27 1 97 0 83 0 38 0 06 0 49 K3 13 . 933 0 17 0 64 1 09 0 .25 0 .27 0 .31 1 41 0 .26 0 27 1 97 0 83 0 38 0 06 0 49 K3 13 . 967 0 17 0 64 1 1 0 .25 0 .28 0 .31 1 .41 0 .26 0 28 1 97 0 84 0 .38 0 06 0 49 K3 14 .000 0 17 0 64 1 .1 0 .25 0 .28 0 .31 1 .41 0 .26 0 .28 1 .97 0 84 0 .38 0 . 06 0 49 K3 14 . 033 0 .18 0 .64 1 .11 0 .26 0 .28 0 .33 1 .42 0 .27 0 .3 1 . 97 0 84 0 .38 0 . 06 0 51 K3 14 . 067 0 .18 0 . 64 1 . 15 0 .27 0 .29 0 . 34 1 .43 0 .28 0 .31 1 . 98 0 .86 0 .39 0 . 07 0 53 K3 14 .100 0 .19 0 .65 1 .18 0 .27 0 .3 0 .35 1 .44 0 .29 0 . 31 2 0 .89 0 .4 0 . 07 0 . 54 K3 14 .133 0 .19 0 .65 1 .21 0 .27 0 .31 0 .35 1 .47 0 .29 0 .31 2 .03 0 . 91 0 .41 0 . 07 0 .54 K3 14 .167 0 .19 0 . 66 1 .22 0 .28 0 .31 0 . 35 1 . 5 0 .29 0 .31 2 .07 0 . 92 0 .42 0 , 07 0 .54 K3 14 .200 0 .2 0 . 66 1 .23 0 .28 0 .31 0 .35 1 .52 0 .29 0 .31 2 .1 0 .93 0 .42 0 . 07 0 . 54 K3 14 .233 0 .2 0 .67 1 .23 0 .28 0 .31 0 .35 1 .54 0 .29 0 .31 2 .13 0 . 93 0 .43 0 .07 0 .54 K3 14 .267 0 .2 0 . 68 1 .24 0 .28 0 .31 0 .35 1 .56 0 .29 0 .31 2 .15 0 . 94 0 .43 0 . 07 0 . 54 K3 14 .300 0 .2 0 .69 1 .24 0 .28 0 .31 0 .35 1 .57 0 .29 0 .31 2 .17 0 .94 0 .43 0 .07 0 . 54 K3 14 .333 0 .2 0 . 7 1 .24 0 .28 0 .31 0 .36 1 .58 0 .29 0 .31 2 .19 0 .94 0 .43 0 . 07 0 .54 K3 14 .367 0 .2 0 . 71 1 .25 0 .28 0 .31 0 .36 1 .59 0 .29 0 .31 2 .2 0 . 95 0 .43 0 . 07 0 .54 K3 14 .400 0 .2 0 . 72 1 .25 0 .28 0 .31 0 .36 1 . 6 0 .29 0 .31 2 .21 0 . 95 0 .43 0 .07 0 . 54 K3 14 .433 0 .2 0 . 73 1 .25 0 .28 0 .31 0 .36 1 .6 0 .29 0 .31 2 .22 0 .95 0 .43 0 . 07 0 .54 K3 14 .467 0 .2 0 . 73 1 .25 0 .28 0 .31 0 .36 1 .61 0 .29 0 .31 2 .23 0 . 95 0 .43 0 . 07 0 . 54 K3 14 .500 0 .2 0 . 74 1 .25 0 .28 0 .31 0 .36 1 .61 0 .29 0 .31 2 .24 0 . 95 0 .43 0 . 07 0 . 54 K3 14 . 533 0 .2 0 . 75 1 .21 0 .23 0 .29 0 .3 1 .61 0 .25 0 .21 2 .23 0 . 93 0 .42 0 .04 0 .45 K3 14 . 567 0 .18 0 . 75 1 . 05 0 .18 0 .24 0 .23 1 .58 0 .19 0 . 18 2 .2 0 .85 0 .39 0 . 04 0 .35 13 K3 14 . 600 0 . 16 0 . 75 0. 9 0 . 17 0. 2 0 . 21 1 . 51 0.17 0 . 18 2.13 0 . 75 0. 34 0 . 04 0 . 32 K3 14 . 633 0 . 14 0 . 74 0 . 8 0 . 16 0. 19 0 . 21 1. 41 0 .17 0 . 18 2.02 0 . 66 0 . 3 0 . 04 0 . 31 K3 14 . 667 0 . 13 0 . 73 0. 76 0 . 16 0. 18 0 . 2 1. 31 0.17 0 . 18 1.89 0. 61 0 . 28 0 . 04 0 . 31 K3 14 . 700 0 . 12 0 . 71 0 . 73 0 . 16 0 . 18 0 . 2 1. 21 0.17 0 . 18 1.75 0 . 58 0 . 26 0 . 04 0. 3 K3 14 . 733 0 . 12 0 . 69 0 . 72 0 , 16 0. 18 0 . 2 1. 13 0.17 0 . 18 1.64 0 . 56 0. 26 0 . 04 0 . 3 K3 14 . 767 0 . 12 0 . 66 0. 72 0 . 16 0 . 18 0 . 2 1. 07 0.17 0 . 18 1.54 0. 55 0 . 25 0 . 04 0 . 3 K3 14 . 800 0 . 12 0 . 64 0 . 71 0 . 16 0. 18 0 . 2 1. 03 0.17 0 . 18 1.47 0 . 55 0. 25 0 . 04 0. 3 K3 14 . 833 0 . 12 0 . 61 0. 71 0 . 16 0 . 18 0 . 2 1 0.17 0 . 18 1.42 0 . 54 0 . 25 0 . 04 0 . 3 K3 14 . 867 0 . 12 0 . 59 0 . 71 0 . 16 0. 18 0 . 2 0 . 98 0.17 0 . 18 1.39 0 . 54 0. 25 0 . 04 0 . 3 K3 14 . 900 0 . 12 0 . 57 0. 71 0 . 16 0. 18 0 . 2 0 . 96 0.17 0. 18 1.36 0 . 54 0. 25 0 . 04 0 . 3 K3 14 . 933 0 . 12 0 . 55 0 . 71 0 . 16 0. 18 0 . 2 0 . 95 0.17 0 . 18 1.34 0 . 54 0 . 25 0 . 04 0 . 3 K3 14 . 967 0 . 12 0 . 53 0 . 71 0 . 16 0. 18 0 . 2 0 . 95 0.17 0 . 18 1.32 0 . 54 0. 25 0 . 04 0 . 3 K3 15 000 0 12 0 52 0. 72 0 16 0. 18 0 . 2 0 . 94 0.17 0 . 18 1.31 0 . 54 0 . 25 0 . 04 0 . 3 K3 15 033 0 12 0 51 0 . 76 0 2 0 2 0 25 0 . 95 0 .21 0 . 26 1.32 0 . 56 0. 26 0 . 05 0 37 K3 15 067 0 14 0 5 0 88 0 24 0 24 0 3 0 . 97 0.25 0 28 1.34 0 . 63 0 29 0 06 0 45 K3 15 100 0 15 0 5 1 0 25 0 27 0 32 1 03 0 .26 0 29 1.39 0. 71 0 32 0 06 0 48 K3 15 133 0 17 0 51 1 08 0 26 0 28 0 33 1 11 0.27 0 29 1.48 0 78 0 36 0 06 0 48 K3 15 167 0 18 0 52 1 12 0 26 0 29 0 33 1 19 0.27 0 29 1.59 0 82 0 37 0 06 0 49 K3 15 200 0 18 0 53 1 14 0 26 0 29 0 33 1 27 0 .27 0 29 1.69 0 84 0 39 0 06 0 49 K3 15 233 0 19 0 55 1 15 0 26 0 29 0 33 1 34 0 .27 0 29 1.79 0 86 0 39 0 06 0 49 K3 15 267 0 19 0 57 1 16 0 26 0 29 0 33 1 39 0.27 0 29 1.87 0 87 0 4 0 06 0 49 K3 15 300 0 19 0 59 1 16 0 26 0 29 0 33 1 42 0.27 0 29 1.92 0 87 0 4 0 06 0 49 K3 15 333 0 19 0 62 1 17 0 26 0 29 0 33 1 45 0 .27 0 29 1.97 0 88 0 4 0 06 0 49 K3 15 367 0 19 0 64 1 17 0 26 0 29 0 33 1 47 0.27 0 29 2 0 88 0 4 0 06 0 49 K3 15 400 0 19 0 66 1 17 0 26 0 29 0 33 1 48 0 .27 0 29 2.02 0 88 0 4 0 06 0 49 K3 15 433 0 19 0 68 1 17 0 26 0 29 0 33 1 5 0.27 0 29 2.04 0 88 0 4 0 06 0 49 K3 15 467 0 2 0 69 1 17 0 26 0 29 0 34 1 51 0.27 0 29 2.06 0 89 0 41 0 06 0 49 K3 15 500 0 2 0 71 1 18 0 26 0 29 0 34 1 51 0 .28 0 29 2.07 0 89 0 41 0 06 0 49 K3 15 533 0 2 0 72 1 17 0 26 0 29 0 33 1 52 0.27 0 28 2.08 0 89 0 4 0 06 0 48 K3 15 567 0 19 0 .73 1 15 0 25 0 28 0 32 1 52 0 .26 0 27 2 . 08 0 87 0 4 0 06 0 46 K3 15 600 0 .19 0 . 74 1 13 0 25 0 .28 0 32 1 51 0 .26 0 27 2.08 0 86 0 39 0 06 0 46 K3 15 .633 0 .19 0 . 74 1 12 0 25 0 .28 0 .32 1 5 0 .26 0 27 2.07 0 85 0 .39 0 06 0 46 K3 15 .667 0 .19 0 . 75 1 11 0 .25 0 .28 0 .32 1 49 0.26 0 27 2.06 0 84 0 .39 0 .06 0 46 K3 15 .700 0 .19 0 . 75 1 11 0 .25 0 .28 0 .32 1 48 0.26 0 .27 2 . 04 0 84 0 .38 0 .06 0 .46 K3 15 . 733 0 .19 0 . 75 1 11 0 .25 0 .28 0 .32 1 .47 0 .26 0 .28 2.03 0 .84 0 .38 0 . 06 0 .46 K3 15 .767 0 .19 0 . 75 1 11 0 .25 0 .28 0 .32 1 .46 0.26 0 .28 2.02 0 .84 0 .38 0 . 06 0 .46 K3 15 .800 0 .19 0 , 75 1 11 0 .25 0 .28 0 .32 1 .46 0.26 0 .28 2.01 0 .84 0 .38 0 . 06 0 .46 K3 15 .833 0 .19 0 . 75 1 .11 0 , 25 0 .28 0 .32 1 .46 0.26 0 .28 2 .01 0 . 84 0 .38 0 . 06 0 .46 K3 15 . 867 0 . 19 0 , 75 1 .12 0 .25 0 .28 0 .32 1 .46 0 .26 0 .28 2.01 0 .84 0 .38 0 . 06 0 .46 K3 15 . 900 0 . 19 0 , 75 1 .12 0 .25 0 .28 0 .32 1 .46 0.26 0 .28 2 0 .84 0 .39 0 .06 0 .46 K3 15 .933 0 .19 0 , 75 1 .12 0 .25 0 .28 0 .32 1 .46 0.26 0 .28 2 0 . 84 0 .39 0 .06 0 .46 K3 15 .967 0 . 19 0 , 76 1 . 12 0 .25 0 .28 0 .32 1 .46 0 .26 0 .28 2 0 .84 0 .39 0 . 06 0 .46 K3 16 .000 0 .19 0 , 76 1 .12 0 .25 0 .28 0 .32 1 .46 0.26 0 .28 2.01 0 .84 0 .39 0 .06 0 .46 K3 16 . 033 0 . 19 0 , 76 1 .12 0 .24 0 .28 0 .31 1 .46 0.26 0 .26 2.01 0 .84 0 .39 0 .05 0 .45 K3 16 . 067 0 .19 0 .76 1 . 09 0 .24 0 .27 0 .3 1 .46 0 .25 0 .26 2 0 .83 0 .38 0 . 05 0 .43 K3 16 .100 0 .18 0 , 76 1 . 07 0 .23 0 .27 0 .3 1 .45 0.25 0 .26 1.99 0 .82 0 .37 0 . 05 0 .43 K3 16 . 133 0 . 18 0 . 76 1 .06 0 .23 0 .26 0 .3 1 .44 0.25 0 . 26 1.98 0 .8 0 .37 0 . 05 0 .43 K3 16 .167 0 . 18 0 . 76 1 . 06 0 .23 0 .26 0 .3 1 .42 0.25 0 . 26 1.96 0 .8 0 .37 0 .05 0 .43 K3 16 .200 0 . 18 0 , 76 1 .05 0 .23 0 .26 0 .3 1 .41 0 .25 0 .26 1. 94 0 . 79 0 .36 0 .05 0 .43 K3 16 .233 0 .18 0 .76 1 .05 0 .23 0 .26 0 .3 1 .4 0.25 0 .26 1.93 0 .79 0 .36 0 . 05 0 .43 K3 16 .267 0 . 18 0 , 75 1 .05 0 .23 0 . 26 0 .3 1 .39 0.25 0 . 26 1.92 0 .79 0 .36 0 . 05 0 .43 K3 16 .300 0 . 18 0 , 75 1 . 05 0 .23 0 .26 0 .3 1 .39 0.25 0 .26 1.91 0 .79 0 .36 0 .05 0 .43 K3 16 .333 0 .18 0 , 75 1 .06 0 .24 0 .26 0 .3 1 .39 0.25 0 .26 1.9 0 .79 0 .36 0 .05 0 .43 K3 16 .367 0 . 18 0 . 75 1 .06 0 .24 0 . 26 0 .3 1 .39 0.25 0 . 26 1.9 0 .79 0 .36 0 . 05 0 .43 K3 16 .400 0 .18 0 , 75 1 . 06 0 .24 0 .26 0 .3 1 .39 0.25 0 .26 1.9 0 .79 0 .36 0 . 05 0 .43 K3 16 .433 0 . 18 0 .74 1 .06 0 .24 0 .26 0 .3 1 .39 0.25 0 .26 1.9 0 . 8 0 .36 0 .05 0 .43 14 K3 16 . 467 0 . 18 0 . 74 1. 06 0 . 24 0 . 26 0. 3 1. 39 0. 25 0 . 26 1. 9 0 . 8 0. 37 0 . 05 0 . 43 K3 16 . 500 0 . 18 0 . 74 1. 06 0 . 24 0. 27 0 . 3 1. 39 0. 25 0 . 26 1. 9 0 . 8 0. 37 0 . 05 0. 43 K3 16 . 533 0 . 18 0 . 74 1. 07 0. 24 0. 27 0 . 31 1. 39 0. 26 0. 28 1. 9 0 . 8 0 . 37 0. 05 0 . 44 K3 16 . 567 0 . 19 0. 75 1. 1 0. 25 0. 28 0. 32 1. 4 0 . 26 0 . 28 1. 91 0. 81 0 . 37 0. 06 0 . 45 K3 16. 600 0 . 19 0 . 75 1. 12 0 . 25 0 . 28 0. 33 1. 41 0. 27 0 . 28 1. 92 0. 83 0 . 38 0. 06 0. 46 K3 16. 633 0 19 0 . 75 1. 13 0 . 26 0. 29 0 . 33 1. 43 0. 27 0 . 28 1. 94 0 . 84 0. 39 0 . 06 0 . 46 K3 16 . 667 0 . 2 0 . 75 1. 14 0 . 26 0. 29 0 . 33 1. 44 0. 27 0 . 28 1. 96 0 . 85 0. 39 0 . 06 0. 46 K3 16 . 700 0 2 0 . 76 1. 15 0. 26 0. 29 0 . 33 1. 46 0. 27 0 . 28 1. 98 0. 86 0. 39 0 . 06 0. 46 K3 16. 733 0 2 0 . 77 1. 15 0. 26 0 . 29 0. 33 1. 48 0 . 27 0 28 2 0 . 86 0 . 4 0 . 06 0 . 46 K3 16 767 0 2 0 . 77 1. 15 0 . 26 0 . 29 0. 33 1. 49 0 . 27 0 29 2 . 02 0. 86 0 . 4 0 . 06 0 . 46 K3 16 800 0 2 0 . 78 1. 16 0 . 26 0. 29 0. 33 1. 5 0. 27 0 29 2 . 03 0 . 87 0. 4 0 . 06 0 . 46 K3 16 833 0 2 0 . 79 1 16 0 . 26 0. 29 0 33 1. 5 0. 27 0 29 2 . 04 0 . 87 0. 4 0 . 06 0 . 46 K3 16 867 0 2 0 79 1 16 0. 26 0. 29 0 33 1. 51 0. 27 0 29 2 . 05 0 . 87 0 4 0 . 06 0 46 K3 16 900 0 2 0 8 1 16 0 26 0 29 0 33 1. 51 0 27 0 29 2 06 0. 87 0 4 0 . 06 0 46 K3 16 933 0 2 0 8 1 16 0 26 0 29 0 33 1 52 0 27 0 29 2 06 0. 87 0 4 0. 06 0 46 K3 16 967 0 2 0 81 1 16 0 26 0 29 0 33 1 52 0 27 0 29 2 07 0 87 0 4 0 06 0 46 K3 17 000 0 2 0 81 1 17 0 26 0 29 0 33 1 52 0 27 0 29 2 07 0 87 0 4 0 06 0 46 K3 17 033 0 2 0 82 1 15 0 24 0 28 0 31 1 52 0 25 0 25 2 07 0 86 0 4 0 05 0 43 K3 17 067 0 19 0 82 1 09 0 22 0 26 0 28 1 51 0 23 0 24 2 06 0 83 0 38 0 05 0 39 K3 17 100 0 18 0 82 1 02 0 21 0 25 0 27 1 48 0 22 0 23 2 03 0 79 0 36 0 05 0 38 K3 17 133 0 18 0 82 0 99 0 21 0 24 0 27 1 45 0 22 0 23 1 99 0 76 0 35 0 05 0 37 K3 17 167 0 17 0 81 0 97 0 21 0 24 0 27 1 4 0 22 0 23 1 94 0 74 0 34 0 05 0 37 K3 17 200 0 17 0 81 0 96 0 21 0 24 0 27 1 37 0 22 0 23 1 89 0 73 0 33 0 05 0 37 K3 17 233 0 17 0 8 0 96 0 21 0 24 0 27 1 33 0 22 0 23 1 84 0 72 0 33 0 05 0 37 K3 17 267 0 17 0 79 0 96 0 21 0 24 0 27 1 31 0 22 0 23 1 8 0 72 0 33 0 05 0 37 K3 17 300 0 17 0 78 0 95 0 21 0 24 0 27 1 29 0 22 0 23 1 78 0 72 0 33 0 05 0 37 K3 17 333 0 17 0 77 0 96 0 21 0 24 0 27 1 28 0 22 0 23 1 76 0 72 0 33 0 05 0 37 K3 17 367 0 17 0 76 0 96 0 21 0 24 0 27 1 28 0 22 0 23 1 75 0 71 0 33 0 05 0 37 K3 17 400 0 17 0 75 0 96 0 21 0 24 0 27 1 27 0 22 0 24 1 74 0 72 0 33 0 05 0 37 K3 17 433 0 17 0 74 0 96 0 21 0 24 0 27 1 27 0 22 0 24 1 73 0 72 0 33 0 05 0 37 K3 17 467 0 17 0 73 0 96 0 21 0 24 0 27 1 27 0 22 0 24 1 73 0 72 0 33 0 05 0 37 K3 17 500 0 17 0 73 0 96 0 21 0 24 0 27 1 26 0 22 0 24 1 72 0 72 0 33 0 05 0 37 K3 17 533 0 .17 0 73 0 97 0 22 0 24 0 28 1 27 0 23 0 25 1 72 0 72 0 33 0 05 0 38 K3 17 567 0 .17 0 72 0 .98 0 22 0 25 0 29 1 27 0 23 0 25 1 72 0 73 0 34 0 05 0 39 K3 17 600 0 17 0 72 1 0 23 0 25 0 29 1 28 0 24 0 25 1 73 0 74 0 34 0 05 0 39 K3 17 633 0 18 0 72 1 .01 0 23 0 25 0 .29 1 29 0 24 0 .25 1 74 0 75 0 35 0 05 0 39 K3 17 .667 0 . 18 0 72 1 .02 0 23 0 25 0 .29 1 3 0 24 0 .25 1 .76 0 75 0 35 0 05 0 .39 K3 17 .700 0 . 18 0 72 1 . 02 0 23 0 25 0 .29 1 .31 0 24 0 .25 1 .77 0 76 0 .35 0 05 0 .39 K3 17 .733 0 . 18 0 .73 1 . 02 0 .23 0 25 0 .29 1 .32 0 24 0 .25 1 .79 0 76 0 .35 0 05 0 .39 K3 17 . 767 0 . 18 0 .73 1 .02 0 .23 0 .26 0 . 29 1 .33 0 .24 0 .25 1 . 8 0 .76 0 .35 0 05 0 .39 K3 17 . 800 0 .18 0 . 74 1 .03 0 .23 0 .26 0 .29 1 .34 0 .24 0 .25 1 . 81 0 .76 0 .35 0 05 0 .39 K3 17 .833 0 . 18 0 . 74 1 .03 0 .23 0 .26 0 .29 1 .34 0 .24 0 .25 1 .81 0 .77 0 .35 0 .05 0 .39 K3 17 .867 0 . 18 0 . 74 1 . 03 0 .23 0 .26 0 .29 1 .34 0 .24 0 .25 1 .82 0 . 77 0 .35 0 . 05 0 .39 K3 17 . 900 0 . 18 0 .75 1 . 03 0 .23 0 .26 0 .29 1 .35 0 .24 0 .25 1 . 82 0 . 77 0 .35 0 .05 0 .39 K3 17 .933 0 .18 0 .75 1 . 03 0 .23 0 .26 0 .29 1 .35 0 .24 0 .25 1 . 83 0 . 77 0 .35 0 . 05 0 .39 K3 17 .967 0 .18 0 .76 1 .03 0 .23 0 .26 0 .29 1 .35 0 .24 0 .25 1 .83 0 .77 0 .35 0 .05 0 .39 K3 18 .000 0 . 18 0 . 76 1 .03 0 .23 0 .26 0 .29 1 .36 0 .24 0 .25 1 .83 0 . 77 0 .35 0 .05 0 .39 K3 18 .033 0 . 18 0 . 76 1 .01 0 .21 0 .25 0 .27 1 .35 0 .22 0 .21 1 .83 0 . 76 0 .35 0 . 04 0 .36 K3 18 .067 0 .17 0 .76 0 . 95 0 .19 0 .23 0 .24 1 .34 0 .2 0 .2 1 . 82 0 .73 0 .34 0 . 04 0 . 33 K3 18 .100 0 . 16 0 .76 0 . 88 0 .18 0 .21 0 .23 1 .31 0 .19 0 .2 1 .79 0 .69 0 .32 0 .04 0 .31 K3 18 .133 0 . 15 0 .76 0 .85 0 .18 0 .21 0 .23 1 .27 0 .19 0 .2 1 .74 0 .65 0 .3 0 .04 0 .31 K3 18 .167 0 . 15 0 .75 0 .83 0 .18 0 .2 0 .23 1 .23 0 .19 0 .2 1 .69 0 .63 0 .29 0 . 04 0 . 31 K3 18 .200 0 . 15 0 .74 0 .82 0 .18 0 .2 0 .23 1 .19 0 .19 0 .2 1 .64 0 .62 0 .28 0 .04 0 .31 K3 18 .233 0 . 15 0 . 73 0 .81 0 .18 0 .2 0 .23 1 .15 0 .19 0 .2 1 .59 0 .61 0 .28 0 .04 0 .31 K3 18 .267 0 . 14 0 . 72 0 . 81 0 .18 0 .2 0 .23 1 .13 0 .19 0 .2 1 .55 0 .61 0 .28 0 .04 0 .31 K3 18 .300 0 .14 0 . 71 0 . 81 0 .18 0 .2 0 .23 1 .11 0 .19 0 .2 1 .52 0 .61 0 .28 0 . 04 0 . 31 15 K3 18 . 333 0 . 14 0 . 69 0 . 81 0 . 18 0 . 2 0 . 23 1. 1 0. 19 0. 2 1. 5 0 . 6 0 . 28 0 . 04 0 . 31 K3 18 . 367 0 . 14 0 . 68 0 . 81 0 . 18 0 . 2 0 . 23 1. 09 0 . 19 0 . 2 1. 49 0 . 6 0 . 28 0 . 04 0 . 31 K3 18 . 400 0 . 14 0 . 67 0 . 81 0 . 18 0 . 2 0. 23 1. 09 0 . 19 0 . 2 1. 48 0 . 6 0 . 28 0. 04 0 . 31 K3 18 . 433 0 . 14 0 . 66 0 . 81 0. 18 0 . 2 0. 23 1. 08 0. 19 0. 2 1. 47 0. 6 0 . 28 0. 04 0 . 31 K3 18 . 467 0 . 14 0 . 65 0. 81 0. 18 0 . 2 0. 23 1. 08 0 . 19 0 . 2 1. 46 0 . 6 0 . 28 0 . 04 0 . 31 K3 18 . 500 0 . 14 0 . 65 0 . 81 0 . 18 0. 2 0 . 23 1. 08 0 . 19 0. 2 1. 46 0 . 6 0 . 28 0. 04 0 . 31 K3 18 . 533 0 . 14 0 . 64 0 . 81 0 . 18 0 . 2 0 . 23 1. 08 0. 19 0. 2 1. 46 0. 61 0 . 28 0. 04 0 . 31 K3 18 . 567 0 . 14 0 . 64 0. 81 0 . 18 0 . 2 0. 23 1. 08 0 . 19 0 . 2 1. 46 0 . 61 0 . 28 0 . 04 0 . 31 K3 18 . 600 0 . 15 0 . 64 0 . 81 0. 18 0 . 2 0. 23 1. 08 0. 19 0 . 2 1. 46 0 . 61 0 . 28 0. 04 0 . 31 K3 18 . 633 0 . 15 0 . 64 0. 82 0. 18 0 . 2 0 . 23 1. 08 0 . 19 0 . 2 1. 45 0 . 61 0 . 28 0 . 04 0 . 31 K3 18 . 667 0 15 0 63 0 . 82 0 . 18 0 2 0. 23 1. 08 0 . 19 0 . 2 1. 45 0 . 61 0 28 0 . 04 0 31 K3 18 700 0 15 0 63 0 . 82 0. 18 0 2 0 23 1. 08 0. 19 0. 2 1 46 0. 61 0 28 0. 04 0 31 K3 18 733 0 15 0 63 0 82 0 18 0 2 0 23 1 08 0 19 0 2 1 46 0 61 0 28 0 04 0 31 K3 18 767 0 15 0 63 0 82 0 18 0 2 0 23 1 08 0 19 0 2 1 46 0 61 0 28 0 04 0 31 K3 18 800 0 15 0 63 0 82 0 18 0 2 0 23 1 08 0 19 0 2 1 46 0 61 0 28 0 04 0 31 K3 18 833 0 15 0 63 0 82 0 18 0 2 0 23 1 08 0 19 0 2 1 46 0 61 0 28 0 04 0 31 K3 18 867 0 15 0 63 0 82 0 18 0 2 0 23 1 08 0 19 0 2 1 46 0 61 0 28 0 04 0 31 K3 18 900 0 15 0 63 0 82 0 18 0 2 0 23 1 08 0 19 0 2 1 46 0 61 0 28 0 04 0 31 K3 18 933 0 15 0 63 0 82 0 18 0 2 0 23 1 08 0 19 0 2 1 46 0 61 0 28 0 04 0 31 K3 18 967 0 15 0 63 0 82 0 18 0 2 0 23 1 08 0 19 0 2 1 46 0 61 0 28 0 04 0 31 K3 19 000 0 15 0 63 0 82 0 18 0 2 0 23 1 09 0 19 0 2 1 46 0 61 0 28 0 04 0 31 K3 19 033 0 15 0 63 0 81 0 18 0 2 0 23 1 08 0 18 0 18 1 46 0 61 0 28 0 03 0 29 K3 19 067 0 14 0 63 0 79 0 17 0 19 0 22 1 08 0 18 0 18 1 46 0 6 0 28 0 03 0 28 K3 19 100 0 14 0 63 0 77 0 16 0 19 0 21 1 07 0 17 0 18 1 45 0 58 0 27 0 03 0 28 K3 19 133 0 14 0 63 0 75 0 16 0 18 0 21 1 05 0 17 0 18 1 43 0 57 0 26 0 03 0 28 K3 19 167 0 13 0 63 0 74 0 16 0 18 0 21 1 04 0 17 0 18 1 41 0 56 0 26 0 03 0 27 K3 19 200 0 13 0 63 0 74 0 16 0 18 0 21 1 02 0 17 0 18 1 39 0 55 0 26 0 03 0 27 K3 19 233 0 .13 0 62 0 74 0 16 0 18 0 21 1 01 0 17 0 18 1 37 0 55 0 25 • 0 03 0 27 K3 19 267 0 .13 0 62 0 74 0 16 0 18 0 21 1 0 17 0 18 1 36 0 55 0 25 0 03 0 27 K3 19 300 0 .13 0 61 0 74 0 16 0 18 0 21 0 99 0 17 0 18 1 35 0 55 0 25 0 03 0 27 K3 19 333 0 .13 0 61 0 74 0 16 0 18 0 21 0 99 0 17 0 18 1 34 0 55 0 .25 0 03 0 .27 K3 19 367 0 .13 0 6 0 74 0 16 0 18 0 .21 0 99 0 .17 0 18 1 .33 0 55 0 .25 0 03 0 .27 K3 19 400 0 .13 0 .6 0 74 0 16 0 .18 0 .21 0 99 0 .17 0 .18 1 33 0 55 0 .25 0 03 0 .27 K3 19 433 0 .13 0 .6 0 74 0 16 0 .18 0 .21 0 98 0 .17 0 .18 1 .33 0 55 0 .25 0 03 0 .27 K3 19 467 0 .13 0 .59 0 74 0 16 0 .18 0 .21 0 98 0 .17 0 .18 1 .33 0 .55 0 .25 0 03 0 . 27 K3 19 500 0 .13 0 .59 0 74 0 16 0 .18 0 .21 0 .98 0 .17 0 .18 1 .32 0 .55 0 .25 0 .03 0 .27 K3 19 .533 0 .13 0 . 59 0 75 0 17 0 .19 0 .22 0 .98 0 . 18 0 .2 1 .33 0 .55 0 .26 0 . 04 0 .29 K3 19 . 567 0 .14 0 . 59 0 78 0 .18 0 .2 0 .23 0 .99 0 .19 0 .2 1 .33 0 . 57 0 .26 0 . 04 0 .3 K3 19 . 600 0 .14 0 .59 0 . 8 0 .18 0 .2 0 .24 1 0 .19 0 .2 1 .34 0 .58 0 .27 0 .04 0 .31 K3 19 . 633 0 .15 0 .59 0 . 82 0 . 18 0 .21 0 .24 1 .02 0 .19 0 .2 1 .36 0 .6 0 .28 0 .04 0 .31 K3 19 . 667 0 .15 0 .6 0 . 83 0 .18 0 .21 0 .24 1 .04 0 .19 0 .2 1 .38 0 .61 0 .28 0 . 04 0 .31 K3 19 . 700 0 .15 0 .6 0 . 83 0 .18 0 .21 0 .24 1 .06 0 .19 0 .2 1 .41 0 .61 0 .28 0 . 04 0 .31 K3 19 . 733 0 .15 0 . 61 0 . 83 0 .18 0 .21 0 .24 1 .07 0 .19 0 .2 1 .43 0 .62 0 .28 0 .04 0 .31 K3 19 . 767 0 .15 0 .61 0 . 83 0 .19 0 .21 0 .24 1 .08 0 .19 0 .2 1 .44 0 .62 0 .29 0 .04 0 .31 K3 19 . 800 0 .15 0 .62 0 . 84 0 . 19 0 .21 0 .24 1 .09 0 .19 0 .2 1 .45 0 .62 0 .29 0 .04 0 .31 K3 19 . 833 0 . 15 0 .62 0 . 84 0 .19 0 .21 0 .24 1 .09 0 .19 0 .2 1 .46 0 .62 0 .29 0 .04 0 .31 K3 19 . 867 0 .15 0 .63 0 . 84 0 .19 0 .21 0 .24 1 .1 0 .19 0 .2 1 .47 0 .62 0 .29 0 .04 0 .31 K3 19 . 900 0 .15 0 .64 0 . 84 0 . 19 0 .21 0 .24 1 .1 0 .19 0 .2 1 .48 0 .62 0 .29 0 . 04 0 .31 K3 19 . 933 0 .15 0 .64 0 . 84 0 .19 0 .21 0 .24 1 .11 0 . 19 0 .2 1 .48 0 .62 0 .29 0 . 04 0 .31 K3 19 . 967 0 .15 0 .64 0 , 84 0 .19 0 .21 0 .24 1 .11 0 . 19 0 .2 1 .48 0 .62 0 .29 0 . 04 0 .31 K3 20 . 000 0 .15 0 . 65 0 , 84 0 . 19 0 .21 0 .24 1 .11 0 .19 0 .2 1 .49 0 .62 0 .29 0 .04 0 .31 K3 20 . 033 0 .15 0 .65 0 , 85 0 .19 0 .21 0 .25 •1 .11 0 .2 0 .22 1 .49 0 .63 0 .29 0 . 04 0 .32 K3 20 . 067 0 .16 0 .66 0 . 88 0 .2 0 .22 0 .26 1 .12 0 .21 0 .23 1 . 5 0 .64 0 .3 0 . 04 0 .33 K3 20 .100 0 .16 0 .66 0 . 9 0 .2 0 .23 0 .26 1 .13 0 .21 0 .23 1 .51 0 .66 0 .3 0 .04 0 .34 K3 20 .133 0 .16 0 .66 0 . 92 0 .21 0 .23 0 .27 1 .15 0 .22 0 .23 1 .53 0 .67 0 .31 0 .04 0 .34 K3 20 .167 0 .17 0 .67 0 . 93 0 .21 0 .23 0 .27 1 .17 0 .22 0 .23 1 .56 0 .68 0 .31 0 . 04 0 .34 16 K3 20 . 200 0 . 17 0 . 68 0 . 93 0 . 21 0 . 23 0 . 27 1. 19 0. 22 0. 23 1. 58 0 . 68 0 . 32 0. 04 0 . 34 K3 20 . 233 0 . 17 0. 68 0 . 93 0 . 21 0. 23 0 . 27 1. 2 0 . 22 0. 23 1. 6 0. 69 0 . 32 0 . 04 0 . 34 K3 20 . 267 0 . 17 0 . 69 0 . 93 0 . 21 0 . 23 0 . 27 1. 21 0 . 22 0. 23 1. 62 0. 69 0 . 32 0 . 04 0 . 34 K3 20 . 300 0 . 17 0 . 7 0 . 94 0 . 21 0 . 23 0 . 27 1. 22 0 . 22 0 . 23 1. 63 0. 69 0 . 32 0 . 04 0. 34 K3 20 333 0 . 17 0 . 71 0 . 94 0. 21 0 . 23 0. 27 1. 23 0 . 22 0 . 23 1. 64 0. 69 0. 32 0 . 04 0. 34 K3 20 367 0 . 17 0 . 71 0 . 94 0. 21 0 . 23 0. 27 1. 23 0. 22 0. 23 1. 65 0 . 69 0 . 32 0 . 04 0 . 34 K3 20 400 0 . 17 0 . 72 0 . 94 0. 21 0. 23 0 . 27 1. 24 0 . 22 0. 23 1. 65 0. 69 0. 32 0. 04 0 . 34 K3 20 433 0 . 17 0 . 73 0 . 94 0 . 21 0. 23 0 . 27 1. 24 0 . 22 0. 23 1. 66 0. 69 0 32 0. 04 0 . 34 K3 20 467 0 . 17 0 . 73 0 . 94 0. 21 0 23 0. 27 1. 24 0 . 22 0 23 1. 66 0. 7 0 32 0 . 04 0 . 34 K3 20 500 0. 17 0 . 74 0 . 94 0. 21 0 23 0. 27 1. 24 0 . 22 0 23 1. 67 0 7 0 32 0 . 04 0. 34 K3 20 533 0. 17 0 . 74 0. 93 0 2 0 23 0. 26 1. 24 0. 21 0 21 1. 67 0 69 0 32 0 . 04 0. 33 K3 20 567 0 17 0. 74 0 91 0 19 0 22 0 25 1 24 0 2 0 21 1. 66 0 68 0 32 0. 04 0 31 K3 20 600 0 16 0 74 0 88 0 19 0 22 0 24 1 23 0 2 0 21 1 65 0 66 0 31 0. 04 0 31 K3 20 633 0 16 0 74 0 87 0 19 0 21 0 24 1 21 0 2 0 21 1 64 0 65 0 3 0 04 0 31 K3 20 667 0 16 0 74 0 86 0 19 0 21 0 24 1 2 0 2 0 21 1 62 0 64 0 3 0 04 0 31 K3 20 700 0 16 0 74 0 86 0 19 0 21 0 24 1 18 0 2 0 21 1 59 0 64 0 3 0 04 0 31 K3 20 733 0 16 0 74 0 86 0 19 0 21 0 24 1 17 0 2 0 21 1 58 0 64 0 29 0 04 0 31 K3 20 767 0 16 0 73 0 86 0 19 0 21 0 24 1 16 0 2 0 21 1 56 0 63 0 29 0 04 0 31 K3 20 800 0 16 0 73 0 86 0 19 0 21 0 24 1 15 0 2 0 21 1 55 0 63 0 29 0 04 0 31 K3 20 833 0 16 0 72 0 86 0 19 0 21 0 24 1 15 0 2 0 21 1 54 0 63 0 29 0 04 0 31 K3 20 867 0 16 0 72 0 86 0 19 0 21 0 24 1 15 0 2 0 21 1 54 0 63 0 29 0 04 0 31 K3 20 900 0 16 0 72 0 86 0 19 0 21 0 24 1 14 0 2 0 21 1 54 0 63 0 29 0 04 0 31 K3 20 933 0 16 0 71 0 86 0 19 0 21 0 24 1 14 0 2 0 21 1 53 0 63 0 29 0 04 0 31 K3 20 967 0 16 0 71 0 86 0 19 0 21 0 24 1 14 0 2 0 21 1 53 0 63 0 29 0 04 0 31 K3 21 000 0 16 0 71 0 86 0 19 0 21 0 25 1 14 0 2 0 21 1 53 0 63 0 29 0 04 0 31 K3 21 033 0 16 0 71 0 85 0 18 0 21 0 24 1 14 0 19 0 19 1 53 0 63 0 29 0 03 0 3 K3 21 067 0 15 0 71 0 83 0 17 0 2 0 22 1 14 0 18 0 19 1 52 0 62 0 29 0 03 0 28 K3 21 100 0 15 0 7 0 8 0 17 0 19 0 22 1 12 0 18 0 19 1 51 0 6 0 28 0 03 0 28 K3 21 133 0 15 0 7 0 79 0 17 0 19 0 22 1 11 0 18 0 19 1 49 0 59 0 27 0 03 0 28 K3 21 167 0 14 0 7 0 78 0 17 0 19 0 22 1 09 0 18 0 19 1 47 0 58 0 27 0 03 0 28 K3 21 200 0 14 0 69 0 77 0 17 0 19 0 22 1 07 0 18 0 19 1 45 0 58 0 27 0 03 0 28 K3 21 233 0 14 0 69 0 77 0 17 0 19 0 22 1 06 0 18 0 19 1 43 0 57 0 27 0 03 0 28 K3 21 267 0 14 0 68 0 77 0 17 0 19 0 22 1 05 0 18 0 19 1 41 0 57 0 27 0 03 0 28 K3 21 300 0 14 0 68 0 77 0 17 0 19 0 22 1 04 0 18 0 19 1 4 0 57 0 26 0 03 0 28 K3 21 333 0 14 0 67 0 77 0 17 0 19 0 22 1 04 0 18 0 19 1 4 0 57 0 26 0 03 0 28 K3 21 367 0 14 0 66 0 77 0 17 0 .19 0 22 1 04 0 18 0 19 1 39 0 57 0 .26 0 03 0 28 K3 21 400 0 14 0 66 0 77 0 .17 0 .19 0 22 1 03 0 18 0 19 1 39 0 .57 0 .26 0 03 0 28 K3 21 433 0 14 0 66 0 77 0 .17 0 .19 0 22 1 03 0 18 0 19 1 38 0 .57 0 .26 0 03 0 28 K3 21 467 0 14 0 65 0 77 0 .17 0 .19 0 22 1 03 0 18 0 .19 1 38 0 .57 0 .26 0 03 0 28 K3 21 .500 0 14 0 65 0 77 0 .17 0 .19 0 22 1 03 0 18 0 .19 1 38 0 .57 0 .27 0 03 0 28 K3 21 .533 0 14 0 65 0 77 0 .17 0 .19 0 22 1 03 0 .18 0 .19 1 38 0 . 57 0 .27 0 03 0 .28 K3 21 .567 0 14 0 65 0 78 0 .17 0 .19 0 .22 1 .03 0 .18 0 .19 1 .38 0 .57 0 .27 0 03 0 .28 K3 21 .600 0 .14 0 65 0 78 0 . 17 0 .19 0 .22 1 .03 0 .18 0 . 19 1 .38 0 .57 0 .27 0 03 0 .28 K3 21 .633 0 . 14 0 65 0 .78 0 .17 0 .19 0 .22 1 .03 0 .18 0 .19 1 .38 0 .57 0 .27 0 .03 0 .28 K3 21 .667 0 .14 0 64 0 .78 0 .17 0 .19 0 .22 1 . 03 0 . 18 0 .19 1 .38 0 .57 0 .27 0 .03 0 .28 K3 21 .700 0 .14 0 .64 0 .78 0 .17 0 .19 0 .22 1 . 03 0 .18 0 .19 1 .38 0 .57 0 .27 0 .03 0 .28 K3 21 . 733 0 . 14 0 .64 0 .78 0 .17 0 .19 0 .22 1 .03 0 .18 0 .19 1 .38 0 .57 0 .27 0 .03 0 .28 K3 21 .767 0 . 14 0 .64 0 . 78 0 .17 0 .19 0 .22 1 . 03 0 .18 0 . 19 1 .38 0 .57 0 .27 0 . 03 0 .28 K3 21 . 800 0 .14 0 .64 0 .78 0 .17 0 .19 0 .22 1 . 04 0 . 18 0 .19 1 .38 0 .57 0 .27 0 .03 0 .28 K3 21 . 833 0 .14 0 . 64 0 .78 0 .17 0 .19 0 .22 1 . 04 0 .18 0 .19 1 .38 0 .57 0 .27 0 .03 0 .28 K3 21 . 867 0 .14 0 . 65 0 .78 0 .17 0 .19 0 .22 1 . 04 0 .18 0 .19 1 .38 0 .57 0 .27 0 . 03 0 .28 K3 21 . 900 0 .14 0 .65 0 .78 0 .17 0 .19 0 .22 1 .04 0 .18 0 .19 1 .38 0 .57 0 .27 0 . 03 0 . 28 K3 21 . 933 0 .14 0 . 65 0 . 78 0 .17 0 .19 0 .22 1 .04 0 .18 0 . 19 1 .39 0 .57 0 .27 0 .03 0 .28 K3 21 . 967 0 . 14 0 . 65 0 . 78 0 .17 0 .19 0 .22 1 . 04 0 . 18 0 .19 1 .39 0 . 58 0 .27 0 .03 0 .28 K3 22 .000 0 . 14 0 . 65 0 . 78 0 .17 0 .19 0 .22 1 . 04 0 . 18 0 .19 1 .39 0 .58 0 .27 0 . 03 0 .28 K3 22 .033 0 .15 0 . 65 0 . 78 0 .18 0 .2 0 .23 1 . 04 0 .18 0 .19 1 .39 0 .58 0 .27 0 . 03 0 . 28 17 K3 22 . 067 0 . 15 0 . 65 0. 79 0. 18 0 . 2 0 . 23 1. 04 0 . 19 0 . 2 1. 39 0 . 58 0 . 27 0. 03 0 . 28 K3 22 . 100 0 . 15 0 . 65 0. 8 0 . 18 0 . 2 0 . 23 1. 05 0 . 19 0 . 2 1. 4 0 . 59 0 . 27 0 . 03 0. 29 K3 22 . 133 0 . 15 0 . 65 0 . 81 0 . 18 0 . 2 0 . 23 1. 06 0. 19 0 . 2 1. 4 0 . 59 0. 28 0 . 03 0. 29 K3 22 . 167 0 . 15 0 . 65 0. 81 0. 18 0 . 2 0. 23 1. 06 0 . 19 0. 2 1. 41 0 . 6 0 . 28 0 . 03 0 . 29 K3 22 . 200 0. 15 0. 66 0 . 81 0 . 18 0. 2 0 . 23 1. 07 0. 19 0 . 2 1. 42 0 . 6 0. 28 0 . 03 0. 29 K3 22 . 233 0 . 15 0 . 66 0. 82 0. 18 0 , 2 0 . 23 1. 07 0 . 19 0. 2 1. 43 0 . 6 0 . 28 0 . 03 0 . 29 K3 22 . 267 0. 15 0 . 66 0. 82 0 . 18 0 . 2 0 . 23 1. 08 0 . 19 0 . 2 1. 43 0 . 6 0. 28 0 . 03 0. 29 K3 22 . 300 0 . 15 0 . 66 0. 82 0 . 18 0 . 2 0 . 23 1. 08 0 . 19 0 . 2 1. 44 0. 6 0 . 28 0 . 03 0. 29 K3 22 . 333 0 . 15 0 . 67 0 . 82 0. 18 0 . 2 0. 23 1. 08 0 . 19 0 . 2 1. 44 0 . 6 0 . 28 0. 03 0 . 29 K3 22 367 0 . 15 0 . 67 0 . 82 0 . 18 0 . 2 0 . 23 1. 09 0 . 19 0 . 2 1. 44 0. 6 0 . 28 0 . 03 0. 29 K3 22 400 0 . 15 0 . 67 0. 82 0 . 18 0 . 2 0. 23 1. 09 0 . 19 0 . 2 1. 45 0 . 6 0 . 28 0. 03 0 . 29 K3 22 433 0 . 15 0 68 0. 82 0 . 18 0 2 0 . 23 1. 09 0 . 19 0 . 2 1. 45 0. 6 0 . 28 0 . 03 0 . 29 K3 22 467 0 15 0 68 0. 82 0 . 18 0 2 0 . 23 1 09 0 . 19 0 . 2 1 45 0 . 6 0 28 0 . 03 0 29 K3 22 500 0 15 0 68 0. 82 0 18 0 2 0 23 1 09 0 . 19 0 2 1 45 0 . 6 0 28 0 03 0 29 K3 22 533 0 15 0 68 0 82 0 18 0 2 0 23 1 09 0 19 0 19 1 45 0 6 0 28 0 03 0 28 K3 22 567 0 15 0 68 0 81 0 18 0 2 0 23 1 09 0 18 0 19 1 45 0 6 0 28 0 03 0 28 K3 22 600 0 15 0 68 0 8 0 17 0 2 0 23 1 09 0 18 0 19 1 45 0 59 0 28 0 03 0 28 K3 22 633 0 15 0 68 0 8 0 17 0 2 0 23 1 08 0 18 0 19 1 44 0 59 0 27 0 03 0 28 K3 22 667 0 15 0 68 0 79 0 17 0 2 0 23 1 08 0 18 0 19 1 44 0 59 0 27 0 03 0 28 K3 22 700 0 15 0 68 0 79 0 17 0 2 0 23 1 07 0 18 0 19 1 43 0 58 0 27 0 03 0 28 K3 22 733 0 15 0 68 0 79 0 17 0 2 0 23 1 07 0 18 0 19 1 42 0 58 0 27 0 03 0 28 K3 22 767 0 15 0 68 0 79 0 17 0 2 0 23 1 06 0 18 0 19 1 42 0 58 0 27 0 03 0 28 K3 22 800 0 15 0 68 0 79 0 18 0 2 0 23 1 06 0 18 0 19 1 42 0 58 0 27 0 03 0 28 K3 22 833 0 15 0 68 0 79 0 18 0 2 0 23 1 06 0 18 0 19 1 41 0 58 0 27 0 03 0 28 K3 22 867 0 15 0 68 0 79 0 18 0 2 0 23 1 06 0 18 0 19 1 41 0 58 0 27 0 03 0 28 K3 22 900 0 15 0 68 0 79 0 18 0 2 0 23 1 06 0 18 0 19 1 41 0 58 0 27 0 03 0 28 K3 22 933 0 15 0 68 0 79 0 18 0 2 0 23 1 06 0 18 0 19 1 41 0 58 0 27 0 03 0 28 K3 22 967 0 15 0 68 0 8 0 18 0 2 0 23 1 06 0 18 0 19 1 41 0 58 0 27 0 03 0 28 K3 23 000 0 15 0 68 0 8 0 18 0 2 0 23 1 06 0 18 0 19 1 41 0 58 0 27 0 03 0 28 K3 23 033 0 15 0 68 0 8 0 18 0 2 0 24 1 06 0 19 0 21 1 41 0 59 0 27 0 04 0 29 K3 23 067 0 15 0 .68 0 83 0 19 0 21 0 25 1 07 0 2 0 21 1 42 0 6 0 28 0 04 0 3 K3 23 .100 0 16 0 .68 0 86 0 2 0 22 0 25 1 08 0 2 0 22 1 .43 0 62 0 29 0 04 0 .31 K3 23 .133 0 .16 0 .68 0 88 0 2 0 22 0 25 1 .1 0 21 0 22 1 .45 0 64 0 .3 0 04 0 .31 K3 23 .167 0 .16 0 .69 0 88 0 2 0 .22 0 25 1 .12 0 .21 0 .22 1 .48 0 .64 0 .3 0 04 0 .31 K3 23 .200 0 .17 0 .69 0 89 0 .2 0 .22 0 26 1 .14 0 .21 0 .22 1 .5 0 .65 0 . 3 0 .04 0 . 31 K3 23 .233 0 .17 0 . 7 0 .89 0 .2 0 .22 0 .26 1 .16 0 .21 0 .22 1 .52 0 .65 0 . 3 0 .04 0 .31 K3 23 .267 0 . 17 0 . 71 0 .89 0 .2 0 .22 0 .26 1 .17 0 .21 0 .22 1 .54 0 .66 0 .3 0 .04 0 .31 K3 23 .300 0 . 17 0 . 71 0 . 9 0 .2 0 ,22 0 .26 1 .18 0 .21 0 .22 1 .55 0 .66 0 .31 0 . 04 0 . 31 K3 23 .333 0 .17 0 .72 0 . 9 0 .2 0 .22 0 .26 1 .18 0 .21 0 .22 1 .56 0 .66 0 . 31 0 .04 0 .31 K3 23 .367 0 .17 0 . 73 0 . 9 0 .2 0 .22 0 .26 1 .19 0 .21 0 .22 1 .57 0 .66 0 . 31 0 .04 0 .31 K3 23 .400 0 .17 0 . 73 0 .9 0 .2 0 .22 0 .26 1 .19 0 .21 0 .22 1 .58 0 .66 0 .31 0 . 04 0 . 31 K3 23 .433 0 . 17 0 . 74 0 .9 0 .2 0 ,22 0 .26 1 .19 0 .21 0 .22 1 .58 0 .66 0 . 31 0 .04 0 .31 K3 23 .467 0 .17 0 .75 0 . 9 0 .2 0 ,22 0 .26 1 .2 0 .21 0 .22 1 . 58 0 .66 0 .31 0 .04 0 .31 K3 23 .500 0 , 17 0 .75 0 . 9 0 .2 0 .22 0 .26 1 .2 0 .21 0 .22 1 .59 0 .66 0 .31 0 .04 0 .31 K3 23 , 533 0 .17 0 . 75 0 . 89 0 .19 0 .22 0 .25 1 .2 0 .2 0 .2 1 .59 0 .66 0 .31 0 .03 0 . 3 K3 23 .567 0 .16 0 . 76 0 . 86 0 .18 0 .21 0 .24 1 .19 0 .19 0 .2 1 .58 0 .64 0 .3 0 .03 0 . 28 K3 23 .600 0 .16 0 .76 0 .84 0 .18 0 .2 0 .23 1 .18 0 .19 0 .19 1 . 57 0 .63 0 .29 0 .03 0 . 28 K3 23 .633 0 .16 0 .76 0 . 82 0 .18 0 .2 0 .23 1 .16 0 .19 0 .19 1 .55 0 .61 0 .28 0 . 03 0 . 28 K3 23 .667 0 . 15 0 . 75 0 . 81 0 .18 0 .2 0 .23 1 .15 0 .19 0 .19 1 .53 0 .6 0 .28 0 . 03 0 .28 K3 23 . 700 0 . 15 0 . 75 0 . 81 0 .18 0 .2 0 .23 1 .13 0 .19 0 .19 1 .51 0 .6 0 .28 0 .03 0 .28 K3 23 .733 0 . 15 0 . 75 0 .81 0 .18 0 .2 0 .23 1 .11 0 .19 0 .19 1 .49 0 .6 0 . 28 0 .03 0 . 28 K3 23 .767 0 . 15 0 . 74 0 . 81 0 .18 0 .2 0 .23 1 .1 0 .19 0 .19 1 .48 0 .59 0 .28 0 .03 0 .28 K3 23 .800 0 .15 0 . 74 0 . 81 0 .18 0 .2 0 .23 1 .1 0 .19 0 .19 1 .46 0 . 59 0 .28 0 .03 0 .28 K3 23 .833 0 . 15 0 .73 0 .81 0 .18 0 .2 0 .23 1 .09 0 .19 0 .19 1 .46 0 .59 0 .28 0 . 03 0 .28 K3 23 .867 0 .15 0 .73 0 . 81 0 . 18 0 .2 0 .23 1 .09 0 .19 0 .19 1 .45 0 .59 0 .28 0 .03 0 .28 K3 23 .900 0 . 15 0 .72 0 .81 0 .18 0 .2 0 .23 1 .09 0 .19 0 .19 1 .45 0 . 59 0 .28 0 .03 0 .28 18 K3 23 933 0.15 0 72 0 . 81 0.18 0.2 0 .23 1 09 0.19 0 .19 1 44 0.59 0.28 0 . 03 0 28 K3 23 967 0 .15 0 71 0 . 81 0.18 0.2 0 .23 1 09 0.19 0.2 1 44 0.59 0 .28 0 , 03 0 28 K3 24 000 0 .15 0 71 0 . 81 0 .18 0.2 0 .23 1 08 0.19 0.2 1 44 0.59 0 .28 0.03 0 28 K3 24 033 0.14 0 71 0.73 0 .11 0 .16 0.14 1 07 0.12 0 . 05 1 42 0.56 0.26 0.01 0 17 K3 24 067 0.11 0 7 0.51 0.04 0.09 0.05 1 02 0.04 0 . 01 1 37 0 .45 0.21 0 0 06 K3 24 100 0.08 0 69 0.28 0.01 0.04 0.02 0 91 0.01 0 1 26 0.3 0.14 0 0 02 K3 24 133 0 . 04 0 66 0.14 0 0.02 0.01 0 76 0 0 1 09 0.17 0.08 0 0 01 K3 24 167 0 . 03 0 63 0 .07 0 0.01 0 0 6 0 0 0 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