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Home My WebLink AboutAppendix I - Preliminary Drainage ReportPRELIMINARY DRAINAGE REPORT For WPT - Live Oak at Santa Ana Industrial APNs: 0236-141-05, -06, -20 PROJECT LOCATION Northwest Corner of Live Oak Avenue & Santa Ana Avenue Fontana, California PREPARED FOR Live Oak Land, LLC 150 South 5th St, #2675 Minneapolis, MN 55402 (310) 977-2857 PREPARED BY Huitt-Zollars, Inc. 3990 Concours, Suite 330 Ontario, CA 91764 Ph: (909) 941-7799 Fax: (909) 941-7789 PREPARATION DATE 02/24/2022 HZ PROJECT NUMBER R314654.01 Ryan Peng, P.E. C77887, Exp 06/30/2023 23 Table of Contents Title Page Introduction 1 Purpose 1 Existing Condition 1 Proposed Condition 1 Hydrologic Analyses 1 Results 2 List of Appendices Appendix A 100-Year Storm Event Existing & Proposed Hydrology Maps Appendix B 100-Year Storm Event Existing & Proposed Rational Method Hydrologic Analyses Appendix C 100-Year Storm Event Existing & Proposed Unit Hydrograph Analyses Infiltration/Detention System Basin Routing Analysis Appendix D Hydrologic Soils Group Map Isohyetal Maps Introduction This project is a new development of an industrial facility located at the northwest corner of Live Oak Avenue & Santa Ana Avenue, Fontana, California. Proposed industrial building footprint is approximately 319,956 square feet on approximately 13.80 acres of partially developed land. Currently, the site is used as a truck & trailer drop lot. Purpose The purpose of this preliminary report is to present the development’s drainage patterns, design flow rates, and storm drain components. Drainage maps (Appendix A) and hydraulic analyses reflect the site’s drainage areas and 100-year storm event peak flows (Q100). Existing Condition The project site is a rectangular-shaped lot and is partially developed. Majority of the site is used as a truck & trailer drop lot. Existing site generally slopes down by approximately 1.6% from the northeast to southwest corner of the lot with approximately 20 feet drop in elevation. Site runoff is directed to Santa Ana Avenue, Redwood Avenue, storm drain on Jurupa Avenue, San Sevaine Channel, Declez Basin, Santa Ana River, and Prado Flood Control Basin. Proposed Condition Under the proposed condition, the site’s runoff will be directed to the onsite underground infiltration/detention system located along the westerly property line. Overflow from the underground infiltration/detention system will be discharged onto Santa Ana Avenue through proposed two 12 inch pipes and two 4 feet parkway drains . See Proposed Hydrology map in Appendix A. Runoff from the site’s north drive aisle, west drive aisle, and truck docks as well as a portion of the building’s roof will be directed to catch basin #1 (CB#1). Runoff from CB#1 will drain to storm drain lateral A-1 and continue to storm drain line A, which will discharge runoff to the infiltration/detention system. Runoff from the building’s east roof area and east landscape area will be collected by planter drains and conveyed by storm drain line A to the underground infiltration/detention system. Runoff from the site’s drive aisle adjacent to Santa Ana Avenue will be directed to CB#2. Runoff from CB#2 will drain to storm drain lateral A-2 and continue to storm drain line A. Overflow from the underground infiltration/detention system after mitigating proposed Q100 to existing Q100 will be discharged on Santa Ana Avenue via two proposed 4 foot parkway drains. Hydrologic Analyses Hydrologic analyses were prepared using the methodology outlined in the San Bernardino County Flood Control District (SBCFCD) Hydrology Manual. Rational Method analyses were completed for existing and proposed 100-year storm events using Civild software, version 7.1. Unit Hydrograph and Basin Routing analyses were also completed using Civild software. The 100-year storm depths were taken from the isohyetal maps in the County of San Bernardino Hydrology Manual. The site’s hydrologic soils group type is "A" and was taken from San Bernardino County Hydrology Manual. For the proposed development’s hydrologic analyses, a commercial land use was used with an AMC of 3. See hydrologic soils group type & isohyetal maps in Appendix D. Results Existing & proposed 100-yr storm event unit hydrographs were prepared to determine the allowable Q100 discharge for the site. Results from the basin routing analysis show the proposed post development Q100 (10.63 cfs) is less than the existing Q100 (25.37 cfs). See unit hydrographs & routing analyses in Appendix C. All proposed drainage and storm drain facilities will be sized adequately for Q100 and additional calculations will be provided in final drainage report including storm drain hydraulics and catch basins sizing. Appendix A 100-Year Storm Event Existing & Proposed Hydrology Maps Appendix B 100-Year Storm Event Existing & Proposed Rational Method Hydrologic Analyses San Bernardino County Rational Hydrology Program (Hydrology Manual Date - August 1986) CIVILCADD/CIVILDESIGN Engineering Software, (c) 1989-2005 Version 7.1 Rational Hydrology Study Date: 12/30/21 ------------------------------------------------------------------------ WPT - LIVE OAK AT SANTA ANA INDUSTRIAL 100 YR STORM EVENT - EXISTING CONDITION 4654Q100EX SD&CB ------------------------------------------------------------------------ Program License Serial Number 6145 ------------------------------------------------------------------------ ********* Hydrology Study Control Information ********** ------------------------------------------------------------------------ Rational hydrology study storm event year is 100.0 Computed rainfall intensity: Storm year = 100.00 1 hour rainfall = 1.350 (In.) Slope used for rainfall intensity curve b = 0.6000 Soil antecedent moisture condition (AMC) = 3 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 1.000 to Point/Station 2.000 **** INITIAL AREA EVALUATION **** ______________________________________________________________________ UNDEVELOPED (poor cover) subarea Decimal fraction soil group A = 1.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 SCS curve number for soil(AMC 2) = 67.00 Adjusted SCS curve number for AMC 3 = 84.60 Pervious ratio(Ap) = 1.0000 Max loss rate(Fm)= 0.290(In/Hr) Initial subarea data: Initial area flow distance = 583.000(Ft.) Top (of initial area) elevation = 1007.000(Ft.) Bottom (of initial area) elevation = 996.100(Ft.) Difference in elevation = 10.900(Ft.) Slope = 0.01870 s(%)= 1.87 TC = k(0.525)*[(length^3)/(elevation change)]^0.2 Initial area time of concentration = 14.862 min. Rainfall intensity = 3.119(In/Hr) for a 100.0 year storm Effective runoff coefficient used for area (Q=KCIA) is C = 0.816 Subarea runoff = 17.821(CFS) Total initial stream area = 7.000(Ac.) Pervious area fraction = 1.000 Initial area Fm value = 0.290(In/Hr) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 2.000 to Point/Station 3.000 **** IMPROVED CHANNEL TRAVEL TIME **** ______________________________________________________________________ Upstream point elevation = 996.100(Ft.) Downstream point elevation = 987.000(Ft.) Channel length thru subarea = 612.000(Ft.) Channel base width = 2.000(Ft.) Slope or 'Z' of left channel bank = 100.000 Slope or 'Z' of right channel bank = 100.000 Estimated mean flow rate at midpoint of channel = 22.910(CFS) Manning's 'N' = 0.035 Maximum depth of channel = 1.000(Ft.) Flow(q) thru subarea = 22.910(CFS) Depth of flow = 0.360(Ft.), Average velocity = 1.679(Ft/s) Channel flow top width = 73.912(Ft.) Flow Velocity = 1.68(Ft/s) Travel time = 6.08 min. Time of concentration = 20.94 min. Critical depth = 0.309(Ft.) Adding area flow to channel UNDEVELOPED (poor cover) subarea Decimal fraction soil group A = 1.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 SCS curve number for soil(AMC 2) = 67.00 Adjusted SCS curve number for AMC 3 = 84.60 Pervious ratio(Ap) = 1.0000 Max loss rate(Fm)= 0.290(In/Hr) Rainfall intensity = 2.539(In/Hr) for a 100.0 year storm Effective runoff coefficient used for area,(total area with modified rational method)(Q=KCIA) is C = 0.797 Subarea runoff = 10.112(CFS) for 6.800(Ac.) Total runoff = 27.933(CFS) Effective area this stream = 13.80(Ac.) Total Study Area (Main Stream No. 1) = 13.80(Ac.) Area averaged Fm value = 0.290(In/Hr) Depth of flow = 0.388(Ft.), Average velocity = 1.764(Ft/s) Critical depth = 0.336(Ft.) End of computations, Total Study Area = 13.80 (Ac.) The following figures may be used for a unit hydrograph study of the same area. Note: These figures do not consider reduced effective area effects caused by confluences in the rational equation. Area averaged pervious area fraction(Ap) = 1.000 Area averaged SCS curve number = 67.0 San Bernardino County Rational Hydrology Program (Hydrology Manual Date - August 1986) CIVILCADD/CIVILDESIGN Engineering Software, (c) 1989-2005 Version 7.1 Rational Hydrology Study Date: 01/24/22 ------------------------------------------------------------------------ WPT - LIVE OAK AT SANTA ANA INDUSTRIAL 100 YR STORM EVENT - PROPOSED CONDITION 4654Q100P SD ------------------------------------------------------------------------ Program License Serial Number 6145 ------------------------------------------------------------------------ ********* Hydrology Study Control Information ********** ------------------------------------------------------------------------ Rational hydrology study storm event year is 100.0 Computed rainfall intensity: Storm year = 100.00 1 hour rainfall = 1.350 (In.) Slope used for rainfall intensity curve b = 0.6000 Soil antecedent moisture condition (AMC) = 3 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 1.000 to Point/Station 2.000 **** INITIAL AREA EVALUATION **** ______________________________________________________________________ COMMERCIAL subarea type Decimal fraction soil group A = 1.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 SCS curve number for soil(AMC 2) = 32.00 Adjusted SCS curve number for AMC 3 = 52.00 Pervious ratio(Ap) = 0.1000 Max loss rate(Fm)= 0.079(In/Hr) Initial subarea data: Initial area flow distance = 837.000(Ft.) Top (of initial area) elevation = 1006.000(Ft.) Bottom (of initial area) elevation = 994.220(Ft.) Difference in elevation = 11.780(Ft.) Slope = 0.01407 s(%)= 1.41 TC = k(0.304)*[(length^3)/(elevation change)]^0.2 Initial area time of concentration = 10.297 min. Rainfall intensity = 3.887(In/Hr) for a 100.0 year storm Effective runoff coefficient used for area (Q=KCIA) is C = 0.882 Subarea runoff = 12.271(CFS) Total initial stream area = 3.580(Ac.) Pervious area fraction = 0.100 Initial area Fm value = 0.079(In/Hr) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 2.000 to Point/Station 3.000 **** IMPROVED CHANNEL TRAVEL TIME **** ______________________________________________________________________ Upstream point elevation = 994.220(Ft.) Downstream point elevation = 990.260(Ft.) Channel length thru subarea = 395.000(Ft.) Channel base width = 63.700(Ft.) Slope or 'Z' of left channel bank = 63.700 Slope or 'Z' of right channel bank = 0.000 Estimated mean flow rate at midpoint of channel = 17.477(CFS) Manning's 'N' = 0.015 Maximum depth of channel = 1.000(Ft.) Flow(q) thru subarea = 17.477(CFS) Depth of flow = 0.128(Ft.), Average velocity = 2.015(Ft/s) Channel flow top width = 71.852(Ft.) Flow Velocity = 2.01(Ft/s) Travel time = 3.50 min. Time of concentration = 13.80 min. Critical depth = 0.130(Ft.) Adding area flow to channel COMMERCIAL subarea type Decimal fraction soil group A = 1.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 SCS curve number for soil(AMC 2) = 32.00 Adjusted SCS curve number for AMC 3 = 52.00 Pervious ratio(Ap) = 0.1000 Max loss rate(Fm)= 0.079(In/Hr) Rainfall intensity = 3.261(In/Hr) for a 100.0 year storm Effective runoff coefficient used for area,(total area with modified rational method)(Q=KCIA) is C = 0.878 Subarea runoff = 10.330(CFS) for 4.310(Ac.) Total runoff = 22.600(CFS) Effective area this stream = 7.89(Ac.) Total Study Area (Main Stream No. 1) = 7.89(Ac.) Area averaged Fm value = 0.079(In/Hr) Depth of flow = 0.149(Ft.), Average velocity = 2.216(Ft/s) Critical depth = 0.154(Ft.) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 3.000 to Point/Station 4.000 **** PIPEFLOW TRAVEL TIME (Program estimated size) **** ______________________________________________________________________ Upstream point/station elevation = 985.260(Ft.) Downstream point/station elevation = 981.800(Ft.) Pipe length = 75.00(Ft.) Manning's N = 0.013 No. of pipes = 1 Required pipe flow = 22.600(CFS) Nearest computed pipe diameter = 18.00(In.) Calculated individual pipe flow = 22.600(CFS) Normal flow depth in pipe = 11.48(In.) Flow top width inside pipe = 17.30(In.) Critical depth could not be calculated. Pipe flow velocity = 18.99(Ft/s) Travel time through pipe = 0.07 min. Time of concentration (TC) = 13.86 min. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 4.000 to Point/Station 4.000 **** CONFLUENCE OF MAIN STREAMS **** ______________________________________________________________________ The following data inside Main Stream is listed: In Main Stream number: 1 Stream flow area = 7.890(Ac.) Runoff from this stream = 22.600(CFS) Time of concentration = 13.86 min. Rainfall intensity = 3.252(In/Hr) Area averaged loss rate (Fm) = 0.0785(In/Hr) Area averaged Pervious ratio (Ap) = 0.1000 Program is now starting with Main Stream No. 2 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 4.100 to Point/Station 4.200 **** INITIAL AREA EVALUATION **** ______________________________________________________________________ COMMERCIAL subarea type Decimal fraction soil group A = 1.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 SCS curve number for soil(AMC 2) = 32.00 Adjusted SCS curve number for AMC 3 = 52.00 Pervious ratio(Ap) = 0.1000 Max loss rate(Fm)= 0.079(In/Hr) Initial subarea data: Initial area flow distance = 190.000(Ft.) Top (of initial area) elevation = 1001.000(Ft.) Bottom (of initial area) elevation = 1000.590(Ft.) Difference in elevation = 0.410(Ft.) Slope = 0.00216 s(%)= 0.22 TC = k(0.304)*[(length^3)/(elevation change)]^0.2 Initial area time of concentration = 10.650 min. Rainfall intensity = 3.809(In/Hr) for a 100.0 year storm Effective runoff coefficient used for area (Q=KCIA) is C = 0.881 Subarea runoff = 1.779(CFS) Total initial stream area = 0.530(Ac.) Pervious area fraction = 0.100 Initial area Fm value = 0.079(In/Hr) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 4.200 to Point/Station 4.300 **** PIPEFLOW TRAVEL TIME (Program estimated size) **** ______________________________________________________________________ Upstream point/station elevation = 997.000(Ft.) Downstream point/station elevation = 987.87(Ft.) Pipe length = 777.00(Ft.) Manning's N = 0.013 No. of pipes = 1 Required pipe flow = 1.779(CFS) Nearest computed pipe diameter = 12.00(In.) Calculated individual pipe flow = 1.779(CFS) Normal flow depth in pipe = 5.99(In.) Flow top width inside pipe = 12.00(In.) Critical Depth = 6.82(In.) Pipe flow velocity = 4.53(Ft/s) Travel time through pipe = 2.86 min. Time of concentration (TC) = 13.51 min. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 4.300 to Point/Station 4.300 **** SUBAREA FLOW ADDITION **** ______________________________________________________________________ COMMERCIAL subarea type Decimal fraction soil group A = 1.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 SCS curve number for soil(AMC 2) = 32.00 Adjusted SCS curve number for AMC 3 = 52.00 Pervious ratio(Ap) = 0.1000 Max loss rate(Fm)= 0.079(In/Hr) Time of concentration = 13.51 min. Rainfall intensity = 3.303(In/Hr) for a 100.0 year storm Effective runoff coefficient used for area,(total area with modified rational method)(Q=KCIA) is C = 0.879 Subarea runoff = 9.190(CFS) for 3.250(Ac.) Total runoff = 10.970(CFS) Effective area this stream = 3.78(Ac.) Total Study Area (Main Stream No. 2) = 11.67(Ac.) Area averaged Fm value = 0.079(In/Hr) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 4.300 to Point/Station 4.400 **** PIPEFLOW TRAVEL TIME (Program estimated size) **** ______________________________________________________________________ Upstream point/station elevation = 987.870(Ft.) Downstream point/station elevation = 982.630(Ft.) Pipe length = 526.00(Ft.) Manning's N = 0.013 No. of pipes = 1 Required pipe flow = 10.970(CFS) Nearest computed pipe diameter = 18.00(In.) Calculated individual pipe flow = 10.970(CFS) Normal flow depth in pipe = 13.00(In.) Flow top width inside pipe = 16.13(In.) Critical Depth = 15.23(In.) Pipe flow velocity = 8.03(Ft/s) Travel time through pipe = 1.09 min. Time of concentration (TC) = 14.60 min. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 4.400 to Point/Station 4.400 **** SUBAREA FLOW ADDITION **** ______________________________________________________________________ COMMERCIAL subarea type Decimal fraction soil group A = 1.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 0.000 SCS curve number for soil(AMC 2) = 32.00 Adjusted SCS curve number for AMC 3 = 52.00 Pervious ratio(Ap) = 0.1000 Max loss rate(Fm)= 0.079(In/Hr) Time of concentration = 14.60 min. Rainfall intensity = 3.153(In/Hr) for a 100.0 year storm Effective runoff coefficient used for area,(total area with modified rational method)(Q=KCIA) is C = 0.878 Subarea runoff = 5.381(CFS) for 2.130(Ac.) Total runoff = 16.351(CFS) Effective area this stream = 5.91(Ac.) Total Study Area (Main Stream No. 2) = 13.80(Ac.) Area averaged Fm value = 0.079(In/Hr) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 4.400 to Point/Station 4.000 **** PIPEFLOW TRAVEL TIME (Program estimated size) **** ______________________________________________________________________ Upstream point/station elevation = 982.630(Ft.) Downstream point/station elevation = 981.800(Ft.) Pipe length = 208.00(Ft.) Manning's N = 0.013 No. of pipes = 1 Required pipe flow = 16.351(CFS) Nearest computed pipe diameter = 24.00(In.) Calculated individual pipe flow = 16.351(CFS) Normal flow depth in pipe = 15.12(In.) Flow top width inside pipe = 23.18(In.) Critical Depth = 17.49(In.) Pipe flow velocity = 7.84(Ft/s) Travel time through pipe = 0.38 min. Time of concentration (TC) = 14.98 min. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 4.000 to Point/Station 4.000 **** CONFLUENCE OF MAIN STREAMS **** ______________________________________________________________________ The following data inside Main Stream is listed: In Main Stream number: 2 Stream flow area = 5.910(Ac.) Runoff from this stream = 16.351(CFS) Time of concentration = 14.98 min. Rainfall intensity = 3.104(In/Hr) Area averaged loss rate (Fm) = 0.0785(In/Hr) Area averaged Pervious ratio (Ap) = 0.1000 Summary of stream data: Stream Flow rate Area TC Fm Rainfall Intensity No. (CFS) (Ac.) (min) (In/Hr) (In/Hr) 1 22.60 7.890 13.86 0.079 3.252 2 16.35 5.910 14.98 0.079 3.104 Qmax(1) = 1.000 * 1.000 * 22.600) + 1.049 * 0.925 * 16.351) + = 38.470 Qmax(2) = 0.953 * 1.000 * 22.600) + 1.000 * 1.000 * 16.351) + = 37.898 Total of 2 main streams to confluence: Flow rates before confluence point: 23.600 17.351 Maximum flow rates at confluence using above data: 38.470 37.898 Area of streams before confluence: 7.890 5.910 Effective area values after confluence: 13.359 13.800 Results of confluence: Total flow rate = 38.470(CFS) Time of concentration = 13.862 min. Effective stream area after confluence = 13.359(Ac.) Study area average Pervious fraction(Ap) = 0.100 Study area average soil loss rate(Fm) = 0.079(In/Hr) Study area total = 13.80(Ac.) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 4.000 to Point/Station 5.000 **** PIPEFLOW TRAVEL TIME (Program estimated size) **** ______________________________________________________________________ Upstream point/station elevation = 981.800(Ft.) Downstream point/station elevation = 980.750(Ft.) Pipe length = 262.00(Ft.) Manning's N = 0.013 No. of pipes = 1 Required pipe flow = 38.470(CFS) Nearest computed pipe diameter = 30.00(In.) Calculated individual pipe flow = 38.470(CFS) Normal flow depth in pipe = 23.06(In.) Flow top width inside pipe = 25.30(In.) Critical Depth = 25.15(In.) Pipe flow velocity = 9.50(Ft/s) Travel time through pipe = 0.04 min. Time of concentration (TC) = 13.90 min. End of computations, Total Study Area = 13.80 (Ac.) The following figures may be used for a unit hydrograph study of the same area. Note: These figures do not consider reduced effective area effects caused by confluences in the rational equation. Area averaged pervious area fraction(Ap) = 0.100 Area averaged SCS curve number = 32.0 Appendix C 100-Year Storm Event Existing & Proposed Unit Hydrograph Analyses Infiltration/Detention System Basin Routing Analysis U n i t H y d r o g r a p h A n a l y s i s Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2004, Version 7.0 Study date 12/30/21 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ------------------------------------------------------------------------ San Bernardino County Synthetic Unit Hydrology Method Manual date - August 1986 Program License Serial Number 6145 --------------------------------------------------------------------- WPT - LIVE OAK AT SANTA ANA INDUSTRIAL 100 YR STORM EVENT - EXISTING CONDITION 4654Q100EXUH SD -------------------------------------------------------------------- Storm Event Year = 100 Antecedent Moisture Condition = 3 English (in-lb) Input Units Used English Rainfall Data (Inches) Input Values Used English Units used in output format Area averaged rainfall intensity isohyetal data: Sub-Area Duration Isohyetal (Ac.) (hours) (In) Rainfall data for year 100 13.80 1 1.35 -------------------------------------------------------------------- Rainfall data for year 100 13.80 6 3.55 -------------------------------------------------------------------- Rainfall data for year 100 13.80 24 7.80 -------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ******** Area-averaged max loss rate, Fm ******** SCS curve SCS curve Area Area Fp(Fig C6) Ap Fm No.(AMCII) NO.(AMC 3) (Ac.) Fraction (In/Hr) (dec.) (In/Hr) 67.0 84.6 13.80 1.000 0.290 1.000 0.290 Area-averaged adjusted loss rate Fm (In/Hr) = 0.290 ********* Area-Averaged low loss rate fraction, Yb ********** Area Area SCS CN SCS CN S Pervious (Ac.) Fract (AMC2) (AMC3) Yield Fr 13.80 1.000 67.0 84.6 1.82 0.766 Area-averaged catchment yield fraction, Y = 0.766 Area-averaged low loss fraction, Yb = 0.234 User entry of time of concentration = 0.350 (hours) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Watershed area = 13.80(Ac.) Catchment Lag time = 0.280 hours Unit interval = 5.000 minutes Unit interval percentage of lag time = 29.7619 Hydrograph baseflow = 0.00(CFS) Average maximum watershed loss rate(Fm) = 0.290(In/Hr) Average low loss rate fraction (Yb) = 0.234 (decimal) VALLEY UNDEVELOPED S-Graph Selected Computed peak 5-minute rainfall = 0.500(In) Computed peak 30-minute rainfall = 1.023(In) Specified peak 1-hour rainfall = 1.350(In) Computed peak 3-hour rainfall = 2.442(In) Specified peak 6-hour rainfall = 3.550(In) Specified peak 24-hour rainfall = 7.800(In) Rainfall depth area reduction factors: Using a total area of 13.80(Ac.) (Ref: fig. E-4) 5-minute factor = 0.999 Adjusted rainfall = 0.499(In) 30-minute factor = 0.999 Adjusted rainfall = 1.022(In) 1-hour factor = 0.999 Adjusted rainfall = 1.349(In) 3-hour factor = 1.000 Adjusted rainfall = 2.442(In) 6-hour factor = 1.000 Adjusted rainfall = 3.550(In) 24-hour factor = 1.000 Adjusted rainfall = 7.800(In) --------------------------------------------------------------------- U n i t H y d r o g r a p h +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Interval 'S' Graph Unit Hydrograph Number Mean values ((CFS)) --------------------------------------------------------------------- (K = 166.89 (CFS)) 1 2.869 4.788 2 13.346 17.485 3 31.685 30.608 4 51.789 33.552 5 64.738 21.611 6 72.210 12.469 7 76.998 7.992 8 80.728 6.225 9 83.733 5.016 10 86.243 4.189 11 88.249 3.347 12 90.022 2.959 13 91.469 2.415 14 92.723 2.092 15 93.710 1.647 16 94.639 1.551 17 95.527 1.483 18 96.258 1.220 19 96.897 1.066 20 97.446 0.917 21 97.940 0.824 22 98.357 0.695 23 98.696 0.567 24 98.994 0.497 25 99.292 0.497 26 99.589 0.497 27 100.000 0.248 --------------------------------------------------------------------- -------------------------------------------------------------------- -------------------------------------------------------------------- Total soil rain loss = 1.72(In) Total effective rainfall = 6.08(In) Peak flow rate in flood hydrograph = 25.37(CFS) --------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 24 - H O U R S T O R M R u n o f f H y d r o g r a p h -------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS)) -------------------------------------------------------------------- Time(h+m) Volume Ac.Ft Q(CFS) 0 7.5 15.0 22.5 30.0 ----------------------------------------------------------------------- 0+ 5 0.0004 0.06 Q | | | | 0+10 0.0022 0.26 Q | | | | 0+15 0.0065 0.62 Q | | | | 0+20 0.0135 1.02 VQ | | | | 0+25 0.0223 1.28 VQ | | | | 0+30 0.0322 1.43 VQ | | | | 0+35 0.0427 1.52 V Q | | | | 0+40 0.0537 1.60 V Q | | | | 0+45 0.0651 1.66 V Q | | | | 0+50 0.0770 1.72 V Q | | | | 0+55 0.0891 1.76 V Q | | | | 1+ 0 0.1015 1.80 V Q | | | | 1+ 5 0.1141 1.83 V Q | | | | 1+10 0.1269 1.86 V Q | | | | 1+15 0.1399 1.89 V Q | | | | 1+20 0.1531 1.91 V Q | | | | 1+25 0.1664 1.93 V Q | | | | 1+30 0.1798 1.95 |VQ | | | | 1+35 0.1933 1.97 |VQ | | | | 1+40 0.2070 1.98 |VQ | | | | 1+45 0.2207 2.00 |VQ | | | | 1+50 0.2346 2.01 |VQ | | | | 1+55 0.2485 2.02 |VQ | | | | 2+ 0 0.2625 2.03 |VQ | | | | 2+ 5 0.2766 2.04 |VQ | | | | 2+10 0.2907 2.05 |VQ | | | | 2+15 0.3049 2.06 |VQ | | | | 2+20 0.3192 2.07 |VQ | | | | 2+25 0.3334 2.07 |VQ | | | | 2+30 0.3478 2.08 |VQ | | | | 2+35 0.3621 2.08 | Q | | | | 2+40 0.3765 2.09 | Q | | | | 2+45 0.3909 2.09 | Q | | | | 2+50 0.4054 2.10 | Q | | | | 2+55 0.4199 2.11 | Q | | | | 3+ 0 0.4344 2.11 | Q | | | | 3+ 5 0.4490 2.12 | Q | | | | 3+10 0.4636 2.12 | Q | | | | 3+15 0.4783 2.13 | Q | | | | 3+20 0.4930 2.13 | Q | | | | 3+25 0.5077 2.14 | Q | | | | 3+30 0.5225 2.15 | Q | | | | 3+35 0.5373 2.15 | QV | | | | 3+40 0.5522 2.16 | QV | | | | 3+45 0.5671 2.16 | QV | | | | 3+50 0.5820 2.17 | QV | | | | 3+55 0.5970 2.18 | QV | | | | 4+ 0 0.6121 2.18 | QV | | | | 4+ 5 0.6271 2.19 | QV | | | | 4+10 0.6423 2.20 | QV | | | | 4+15 0.6574 2.20 | QV | | | | 4+20 0.6726 2.21 | QV | | | | 4+25 0.6879 2.22 | QV | | | | 4+30 0.7032 2.22 | Q V | | | | 4+35 0.7185 2.23 | Q V | | | | 4+40 0.7339 2.24 | Q V | | | | 4+45 0.7494 2.24 | Q V | | | | 4+50 0.7649 2.25 | Q V | | | | 4+55 0.7804 2.26 | QV | | | | 5+ 0 0.7960 2.26 | QV | | | | 5+ 5 0.8116 2.27 | QV | | | | 5+10 0.8273 2.28 | QV | | | | 5+15 0.8430 2.28 | QV | | | | 5+20 0.8588 2.29 | QV | | | | 5+25 0.8747 2.30 | Q V | | | | 5+30 0.8906 2.31 | Q V | | | | 5+35 0.9065 2.31 | Q V | | | | 5+40 0.9225 2.32 | Q V | | | | 5+45 0.9385 2.33 | Q V | | | | 5+50 0.9547 2.34 | Q V | | | | 5+55 0.9708 2.35 | Q V | | | | 6+ 0 0.9870 2.35 | Q V | | | | 6+ 5 1.0033 2.36 | Q V | | | | 6+10 1.0196 2.37 | Q V | | | | 6+15 1.0360 2.38 | Q V | | | | 6+20 1.0524 2.39 | Q V | | | | 6+25 1.0689 2.40 | Q V | | | | 6+30 1.0855 2.40 | Q V | | | | 6+35 1.1021 2.41 | Q V | | | | 6+40 1.1188 2.42 | Q V | | | | 6+45 1.1355 2.43 | Q V | | | | 6+50 1.1524 2.44 | Q V | | | | 6+55 1.1692 2.45 | Q V | | | | 7+ 0 1.1862 2.46 | Q V | | | | 7+ 5 1.2032 2.47 | Q V | | | | 7+10 1.2202 2.48 | Q V | | | | 7+15 1.2373 2.49 | Q V | | | | 7+20 1.2545 2.50 | Q V | | | | 7+25 1.2718 2.51 | Q V | | | | 7+30 1.2891 2.52 | Q V | | | | 7+35 1.3065 2.53 | Q V | | | | 7+40 1.3240 2.54 | Q V | | | | 7+45 1.3416 2.55 | Q V | | | | 7+50 1.3592 2.56 | Q V | | | | 7+55 1.3769 2.57 | Q V | | | | 8+ 0 1.3947 2.58 | Q V | | | | 8+ 5 1.4125 2.59 | Q V | | | | 8+10 1.4304 2.60 | Q V | | | | 8+15 1.4484 2.61 | Q V | | | | 8+20 1.4665 2.63 | Q V | | | | 8+25 1.4847 2.64 | Q V | | | | 8+30 1.5029 2.65 | Q V | | | | 8+35 1.5212 2.66 | Q V | | | | 8+40 1.5396 2.67 | Q V | | | | 8+45 1.5581 2.69 | Q V | | | | 8+50 1.5767 2.70 | Q V| | | | 8+55 1.5954 2.71 | Q V| | | | 9+ 0 1.6142 2.72 | Q V| | | | 9+ 5 1.6330 2.74 | Q V| | | | 9+10 1.6520 2.75 | Q V| | | | 9+15 1.6710 2.76 | Q V| | | | 9+20 1.6901 2.78 | Q V| | | | 9+25 1.7094 2.79 | Q V| | | | 9+30 1.7287 2.81 | Q V| | | | 9+35 1.7481 2.82 | Q V | | | 9+40 1.7677 2.84 | Q V | | | 9+45 1.7873 2.85 | Q V | | | 9+50 1.8071 2.87 | Q V | | | 9+55 1.8269 2.88 | Q V | | | 10+ 0 1.8469 2.90 | Q V | | | 10+ 5 1.8670 2.92 | Q V | | | 10+10 1.8872 2.93 | Q V | | | 10+15 1.9075 2.95 | Q V | | | 10+20 1.9279 2.97 | Q |V | | | 10+25 1.9484 2.98 | Q |V | | | 10+30 1.9691 3.00 | Q |V | | | 10+35 1.9899 3.02 | Q |V | | | 10+40 2.0108 3.04 | Q |V | | | 10+45 2.0319 3.06 | Q |V | | | 10+50 2.0531 3.08 | Q |V | | | 10+55 2.0744 3.10 | Q |V | | | 11+ 0 2.0959 3.12 | Q | V | | | 11+ 5 2.1175 3.14 | Q | V | | | 11+10 2.1393 3.16 | Q | V | | | 11+15 2.1612 3.18 | Q | V | | | 11+20 2.1833 3.20 | Q | V | | | 11+25 2.2055 3.23 | Q | V | | | 11+30 2.2279 3.25 | Q | V | | | 11+35 2.2504 3.27 | Q | V | | | 11+40 2.2731 3.30 | Q | V | | | 11+45 2.2960 3.32 | Q | V | | | 11+50 2.3191 3.35 | Q | V | | | 11+55 2.3424 3.38 | Q | V | | | 12+ 0 2.3658 3.40 | Q | V | | | 12+ 5 2.3894 3.43 | Q | V | | | 12+10 2.4131 3.44 | Q | V | | | 12+15 2.4367 3.43 | Q | V | | | 12+20 2.4603 3.43 | Q | V | | | 12+25 2.4840 3.44 | Q | V | | | 12+30 2.5078 3.46 | Q | V | | | 12+35 2.5318 3.48 | Q | V | | | 12+40 2.5559 3.51 | Q | V | | | 12+45 2.5803 3.54 | Q | V | | | 12+50 2.6049 3.57 | Q | V | | | 12+55 2.6298 3.61 | Q | V | | | 13+ 0 2.6548 3.64 | Q | V | | | 13+ 5 2.6802 3.68 | Q | V | | | 13+10 2.7058 3.72 | Q | V | | | 13+15 2.7318 3.77 | Q | V | | | 13+20 2.7580 3.81 | Q | V | | | 13+25 2.7846 3.86 | Q | V | | | 13+30 2.8115 3.91 | Q | V | | | 13+35 2.8387 3.96 | Q | V | | | 13+40 2.8663 4.01 | Q | V | | | 13+45 2.8943 4.07 | Q | V | | | 13+50 2.9227 4.12 | Q | V | | | 13+55 2.9516 4.19 | Q | V | | | 14+ 0 2.9809 4.25 | Q | V | | | 14+ 5 3.0106 4.32 | Q | V | | | 14+10 3.0409 4.39 | Q | V | | | 14+15 3.0717 4.47 | Q | V | | | 14+20 3.1030 4.55 | Q | V | | | 14+25 3.1350 4.64 | Q | V | | | 14+30 3.1676 4.73 | Q | V | | | 14+35 3.2008 4.83 | Q | V | | | 14+40 3.2348 4.94 | Q | V | | | 14+45 3.2696 5.05 | Q | V | | | 14+50 3.3052 5.17 | Q | V | | | 14+55 3.3418 5.30 | Q | V| | | 15+ 0 3.3793 5.45 | Q | V| | | 15+ 5 3.4179 5.61 | Q | V| | | 15+10 3.4577 5.78 | Q | V| | | 15+15 3.4988 5.97 | Q | V | | 15+20 3.5414 6.19 | Q | V | | 15+25 3.5853 6.37 | Q | V | | 15+30 3.6297 6.44 | Q | V | | 15+35 3.6738 6.40 | Q | |V | | 15+40 3.7177 6.38 | Q | |V | | 15+45 3.7630 6.59 | Q | |V | | 15+50 3.8116 7.05 | Q| |V | | 15+55 3.8655 7.83 | Q | V | | 16+ 0 3.9290 9.22 | | Q | V | | 16+ 5 4.0189 13.04 | | Q | V | | 16+10 4.1547 19.72 | | | V Q | | 16+15 4.3288 25.28 | | | V | Q | 16+20 4.5035 25.37 | | | V | Q | 16+25 4.6362 19.27 | | | QV | | 16+30 4.7357 14.45 | | Q| V | | 16+35 4.8178 11.92 | | Q | V | | 16+40 4.8917 10.73 | | Q | V | | 16+45 4.9591 9.79 | | Q | V | | 16+50 5.0211 9.01 | | Q | V | | 16+55 5.0780 8.26 | |Q | V| | 17+ 0 5.1313 7.73 | Q | V| | 17+ 5 5.1807 7.18 | Q| | V| | 17+10 5.2273 6.76 | Q| | V| | 17+15 5.2708 6.32 | Q | | V | 17+20 5.3125 6.05 | Q | | V | 17+25 5.3525 5.81 | Q | | V | 17+30 5.3904 5.50 | Q | | V | 17+35 5.4265 5.25 | Q | | |V | 17+40 5.4611 5.02 | Q | | |V | 17+45 5.4944 4.83 | Q | | |V | 17+50 5.5263 4.63 | Q | | |V | 17+55 5.5569 4.44 | Q | | |V | 18+ 0 5.5864 4.29 | Q | | | V | 18+ 5 5.6152 4.18 | Q | | | V | 18+10 5.6432 4.06 | Q | | | V | 18+15 5.6699 3.88 | Q | | | V | 18+20 5.6955 3.71 | Q | | | V | 18+25 5.7206 3.65 | Q | | | V | 18+30 5.7453 3.59 | Q | | | V | 18+35 5.7696 3.52 | Q | | | V | 18+40 5.7934 3.46 | Q | | | V | 18+45 5.8169 3.41 | Q | | | V | 18+50 5.8400 3.35 | Q | | | V | 18+55 5.8627 3.30 | Q | | | V | 19+ 0 5.8851 3.25 | Q | | | V | 19+ 5 5.9072 3.21 | Q | | | V | 19+10 5.9289 3.16 | Q | | | V | 19+15 5.9504 3.12 | Q | | | V | 19+20 5.9716 3.08 | Q | | | V | 19+25 5.9926 3.04 | Q | | | V | 19+30 6.0133 3.00 | Q | | | V | 19+35 6.0337 2.97 | Q | | | V | 19+40 6.0539 2.93 | Q | | | V | 19+45 6.0739 2.90 | Q | | | V | 19+50 6.0937 2.87 | Q | | | V | 19+55 6.1132 2.84 | Q | | | V | 20+ 0 6.1326 2.81 | Q | | | V | 20+ 5 6.1517 2.78 | Q | | | V | 20+10 6.1707 2.75 | Q | | | V | 20+15 6.1895 2.73 | Q | | | V | 20+20 6.2081 2.70 | Q | | | V | 20+25 6.2265 2.68 | Q | | | V | 20+30 6.2448 2.65 | Q | | | V | 20+35 6.2628 2.63 | Q | | | V | 20+40 6.2808 2.60 | Q | | | V | 20+45 6.2986 2.58 | Q | | | V | 20+50 6.3162 2.56 | Q | | | V | 20+55 6.3337 2.54 | Q | | | V | 21+ 0 6.3510 2.52 | Q | | | V | 21+ 5 6.3682 2.50 | Q | | | V | 21+10 6.3853 2.48 | Q | | | V | 21+15 6.4022 2.46 | Q | | | V | 21+20 6.4190 2.44 | Q | | | V | 21+25 6.4357 2.42 | Q | | | V | 21+30 6.4522 2.40 | Q | | | V | 21+35 6.4687 2.39 | Q | | | V | 21+40 6.4850 2.37 | Q | | | V | 21+45 6.5012 2.35 | Q | | | V | 21+50 6.5173 2.34 | Q | | | V | 21+55 6.5333 2.32 | Q | | | V | 22+ 0 6.5492 2.31 | Q | | | V | 22+ 5 6.5650 2.29 | Q | | | V | 22+10 6.5807 2.28 | Q | | | V | 22+15 6.5962 2.26 | Q | | | V | 22+20 6.6117 2.25 | Q | | | V | 22+25 6.6271 2.23 | Q | | | V | 22+30 6.6424 2.22 | Q | | | V | 22+35 6.6576 2.21 | Q | | | V | 22+40 6.6727 2.19 | Q | | | V | 22+45 6.6878 2.18 | Q | | | V | 22+50 6.7027 2.17 | Q | | | V | 22+55 6.7176 2.16 | Q | | | V | 23+ 0 6.7323 2.15 | Q | | | V | 23+ 5 6.7470 2.13 | Q | | | V | 23+10 6.7616 2.12 | Q | | | V | 23+15 6.7762 2.11 | Q | | | V | 23+20 6.7906 2.10 | Q | | | V | 23+25 6.8050 2.09 | Q | | | V| 23+30 6.8193 2.08 | Q | | | V| 23+35 6.8336 2.07 | Q | | | V| 23+40 6.8477 2.06 | Q | | | V| 23+45 6.8618 2.05 | Q | | | V| 23+50 6.8758 2.04 | Q | | | V| 23+55 6.8898 2.03 | Q | | | V| 24+ 0 6.9037 2.02 | Q | | | V| ----------------------------------------------------------------------- U n i t H y d r o g r a p h A n a l y s i s Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2004, Version 7.0 Study date 01/25/22 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ------------------------------------------------------------------------ San Bernardino County Synthetic Unit Hydrology Method Manual date - August 1986 Program License Serial Number 6145 --------------------------------------------------------------------- WPT - LIVE OAK AT SANTA ANA INDUSTRIAL 100 YR STORM EVENT - PROPOSED CONDITION 4654Q100UHP SD -------------------------------------------------------------------- Storm Event Year = 100 Antecedent Moisture Condition = 3 English (in-lb) Input Units Used English Rainfall Data (Inches) Input Values Used English Units used in output format Area averaged rainfall intensity isohyetal data: Sub-Area Duration Isohyetal (Ac.) (hours) (In) Rainfall data for year 100 13.80 1 1.35 -------------------------------------------------------------------- Rainfall data for year 100 13.80 6 3.55 -------------------------------------------------------------------- Rainfall data for year 100 13.80 24 7.80 -------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ******** Area-averaged max loss rate, Fm ******** SCS curve SCS curve Area Area Fp(Fig C6) Ap Fm No.(AMCII) NO.(AMC 3) (Ac.) Fraction (In/Hr) (dec.) (In/Hr) 32.0 52.0 13.80 1.000 0.785 0.100 0.079 Area-averaged adjusted loss rate Fm (In/Hr) = 0.079 ********* Area-Averaged low loss rate fraction, Yb ********** Area Area SCS CN SCS CN S Pervious (Ac.) Fract (AMC2) (AMC3) Yield Fr 1.38 0.100 32.0 52.0 9.23 0.299 12.42 0.900 98.0 98.0 0.20 0.969 Area-averaged catchment yield fraction, Y = 0.902 Area-averaged low loss fraction, Yb = 0.098 User entry of time of concentration = 0.230 (hours) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Watershed area = 13.80(Ac.) Catchment Lag time = 0.184 hours Unit interval = 5.000 minutes Unit interval percentage of lag time = 45.2899 Hydrograph baseflow = 0.00(CFS) Average maximum watershed loss rate(Fm) = 0.079(In/Hr) Average low loss rate fraction (Yb) = 0.098 (decimal) VALLEY DEVELOPED S-Graph Selected Computed peak 5-minute rainfall = 0.500(In) Computed peak 30-minute rainfall = 1.023(In) Specified peak 1-hour rainfall = 1.350(In) Computed peak 3-hour rainfall = 2.442(In) Specified peak 6-hour rainfall = 3.550(In) Specified peak 24-hour rainfall = 7.800(In) Rainfall depth area reduction factors: Using a total area of 13.80(Ac.) (Ref: fig. E-4) 5-minute factor = 0.999 Adjusted rainfall = 0.499(In) 30-minute factor = 0.999 Adjusted rainfall = 1.022(In) 1-hour factor = 0.999 Adjusted rainfall = 1.349(In) 3-hour factor = 1.000 Adjusted rainfall = 2.442(In) 6-hour factor = 1.000 Adjusted rainfall = 3.550(In) 24-hour factor = 1.000 Adjusted rainfall = 7.800(In) --------------------------------------------------------------------- U n i t H y d r o g r a p h +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Interval 'S' Graph Unit Hydrograph Number Mean values ((CFS)) --------------------------------------------------------------------- (K = 166.89 (CFS)) 1 3.796 6.335 2 24.745 34.963 3 60.645 59.914 4 85.208 40.995 5 94.972 16.295 6 98.207 5.398 7 99.099 1.489 8 100.000 0.745 --------------------------------------------------------------------- -------------------------------------------------------------------- -------------------------------------------------------------------- Total soil rain loss = 0.70(In) Total effective rainfall = 7.10(In) Peak flow rate in flood hydrograph = 41.57(CFS) --------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 24 - H O U R S T O R M R u n o f f H y d r o g r a p h -------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS)) -------------------------------------------------------------------- Time(h+m) Volume Ac.Ft Q(CFS) 0 12.5 25.0 37.5 50.0 ----------------------------------------------------------------------- 0+ 5 0.0006 0.09 Q | | | | 0+10 0.0046 0.57 Q | | | | 0+15 0.0142 1.41 VQ | | | | 0+20 0.0279 1.98 VQ | | | | 0+25 0.0431 2.21 VQ | | | | 0+30 0.0589 2.29 VQ | | | | 0+35 0.0748 2.32 VQ | | | | 0+40 0.0909 2.33 VQ | | | | 0+45 0.1069 2.34 VQ | | | | 0+50 0.1231 2.34 VQ | | | | 0+55 0.1392 2.35 VQ | | | | 1+ 0 0.1554 2.35 VQ | | | | 1+ 5 0.1717 2.36 VQ | | | | 1+10 0.1880 2.36 VQ | | | | 1+15 0.2043 2.37 |Q | | | | 1+20 0.2206 2.38 |Q | | | | 1+25 0.2370 2.38 |Q | | | | 1+30 0.2535 2.39 |Q | | | | 1+35 0.2700 2.39 |Q | | | | 1+40 0.2865 2.40 |Q | | | | 1+45 0.3030 2.40 |Q | | | | 1+50 0.3196 2.41 |Q | | | | 1+55 0.3363 2.42 |Q | | | | 2+ 0 0.3530 2.42 |Q | | | | 2+ 5 0.3697 2.43 |Q | | | | 2+10 0.3865 2.44 |Q | | | | 2+15 0.4033 2.44 |Q | | | | 2+20 0.4201 2.45 |QV | | | | 2+25 0.4370 2.45 |QV | | | | 2+30 0.4540 2.46 |QV | | | | 2+35 0.4710 2.47 |QV | | | | 2+40 0.4880 2.47 |QV | | | | 2+45 0.5051 2.48 |QV | | | | 2+50 0.5222 2.49 |QV | | | | 2+55 0.5394 2.49 |QV | | | | 3+ 0 0.5566 2.50 | Q | | | | 3+ 5 0.5739 2.51 | Q | | | | 3+10 0.5912 2.51 | Q | | | | 3+15 0.6085 2.52 | Q | | | | 3+20 0.6260 2.53 | QV | | | | 3+25 0.6434 2.53 | QV | | | | 3+30 0.6609 2.54 | QV | | | | 3+35 0.6785 2.55 | QV | | | | 3+40 0.6961 2.56 | QV | | | | 3+45 0.7137 2.56 | QV | | | | 3+50 0.7315 2.57 | QV | | | | 3+55 0.7492 2.58 | QV | | | | 4+ 0 0.7670 2.59 | QV | | | | 4+ 5 0.7849 2.59 | QV | | | | 4+10 0.8028 2.60 | QV | | | | 4+15 0.8208 2.61 | Q V | | | | 4+20 0.8388 2.62 | Q V | | | | 4+25 0.8569 2.63 | Q V | | | | 4+30 0.8750 2.63 | Q V | | | | 4+35 0.8932 2.64 | Q V | | | | 4+40 0.9115 2.65 | Q V | | | | 4+45 0.9298 2.66 | Q V | | | | 4+50 0.9481 2.67 | Q V | | | | 4+55 0.9665 2.67 | Q V | | | | 5+ 0 0.9850 2.68 | Q V | | | | 5+ 5 1.0036 2.69 | Q V | | | | 5+10 1.0222 2.70 | Q V | | | | 5+15 1.0408 2.71 | Q V | | | | 5+20 1.0595 2.72 | Q V | | | | 5+25 1.0783 2.73 | Q V | | | | 5+30 1.0972 2.74 | Q V | | | | 5+35 1.1161 2.75 | Q V | | | | 5+40 1.1350 2.75 | Q V | | | | 5+45 1.1541 2.76 | Q V | | | | 5+50 1.1732 2.77 | Q V | | | | 5+55 1.1924 2.78 | Q V | | | | 6+ 0 1.2116 2.79 | Q V | | | | 6+ 5 1.2309 2.80 | Q V | | | | 6+10 1.2503 2.81 | Q V | | | | 6+15 1.2697 2.82 | Q V | | | | 6+20 1.2892 2.83 | Q V | | | | 6+25 1.3088 2.84 | Q V | | | | 6+30 1.3285 2.85 | Q V | | | | 6+35 1.3482 2.86 | Q V | | | | 6+40 1.3680 2.88 | Q V | | | | 6+45 1.3879 2.89 | Q V | | | | 6+50 1.4078 2.90 | Q V | | | | 6+55 1.4279 2.91 | Q V | | | | 7+ 0 1.4480 2.92 | Q V | | | | 7+ 5 1.4682 2.93 | Q V | | | | 7+10 1.4884 2.94 | Q V | | | | 7+15 1.5088 2.95 | Q V | | | | 7+20 1.5292 2.97 | Q V | | | | 7+25 1.5497 2.98 | Q V | | | | 7+30 1.5703 2.99 | Q V | | | | 7+35 1.5910 3.00 | Q V | | | | 7+40 1.6118 3.02 | Q V | | | | 7+45 1.6326 3.03 | Q V | | | | 7+50 1.6536 3.04 | Q V | | | | 7+55 1.6746 3.05 | Q V | | | | 8+ 0 1.6957 3.07 | Q V | | | | 8+ 5 1.7169 3.08 | Q V | | | | 8+10 1.7382 3.09 | Q V | | | | 8+15 1.7597 3.11 | Q V | | | | 8+20 1.7812 3.12 | Q V | | | | 8+25 1.8028 3.14 | Q V | | | | 8+30 1.8245 3.15 | Q V | | | | 8+35 1.8463 3.17 | Q V| | | | 8+40 1.8682 3.18 | Q V| | | | 8+45 1.8902 3.20 | Q V| | | | 8+50 1.9123 3.21 | Q V| | | | 8+55 1.9345 3.23 | Q V| | | | 9+ 0 1.9569 3.24 | Q V| | | | 9+ 5 1.9793 3.26 | Q V| | | | 9+10 2.0019 3.28 | Q V| | | | 9+15 2.0246 3.29 | Q V| | | | 9+20 2.0474 3.31 | Q V | | | 9+25 2.0703 3.33 | Q V | | | 9+30 2.0933 3.34 | Q V | | | 9+35 2.1165 3.36 | Q V | | | 9+40 2.1398 3.38 | Q V | | | 9+45 2.1632 3.40 | Q V | | | 9+50 2.1867 3.42 | Q V | | | 9+55 2.2104 3.44 | Q V | | | 10+ 0 2.2342 3.46 | Q |V | | | 10+ 5 2.2582 3.48 | Q |V | | | 10+10 2.2823 3.50 | Q |V | | | 10+15 2.3065 3.52 | Q |V | | | 10+20 2.3309 3.54 | Q |V | | | 10+25 2.3554 3.56 | Q |V | | | 10+30 2.3801 3.58 | Q |V | | | 10+35 2.4050 3.61 | Q |V | | | 10+40 2.4300 3.63 | Q |V | | | 10+45 2.4551 3.65 | Q | V | | | 10+50 2.4805 3.68 | Q | V | | | 10+55 2.5060 3.70 | Q | V | | | 11+ 0 2.5316 3.73 | Q | V | | | 11+ 5 2.5575 3.75 | Q | V | | | 11+10 2.5835 3.78 | Q | V | | | 11+15 2.6097 3.81 | Q | V | | | 11+20 2.6362 3.84 | Q | V | | | 11+25 2.6628 3.86 | Q | V | | | 11+30 2.6896 3.89 | Q | V | | | 11+35 2.7166 3.92 | Q | V | | | 11+40 2.7438 3.95 | Q | V | | | 11+45 2.7713 3.98 | Q | V | | | 11+50 2.7989 4.02 | Q | V | | | 11+55 2.8268 4.05 | Q | V | | | 12+ 0 2.8549 4.08 | Q | V | | | 12+ 5 2.8832 4.11 | Q | V | | | 12+10 2.9115 4.10 | Q | V | | | 12+15 2.9395 4.07 | Q | V | | | 12+20 2.9674 4.05 | Q | V | | | 12+25 2.9955 4.07 | Q | V | | | 12+30 3.0237 4.11 | Q | V | | | 12+35 3.0523 4.15 | Q | V | | | 12+40 3.0812 4.19 | Q | V | | | 12+45 3.1103 4.24 | Q | V | | | 12+50 3.1398 4.28 | Q | V | | | 12+55 3.1697 4.33 | Q | V | | | 13+ 0 3.1998 4.38 | Q | V | | | 13+ 5 3.2304 4.44 | Q | V | | | 13+10 3.2613 4.49 | Q | V | | | 13+15 3.2926 4.55 | Q | V | | | 13+20 3.3243 4.61 | Q | V | | | 13+25 3.3565 4.67 | Q | V | | | 13+30 3.3891 4.73 | Q | V | | | 13+35 3.4221 4.80 | Q | V | | | 13+40 3.4557 4.87 | Q | V | | | 13+45 3.4897 4.94 | Q | V | | | 13+50 3.5243 5.02 | Q | V | | | 13+55 3.5594 5.10 | Q | V | | | 14+ 0 3.5952 5.19 | Q | V | | | 14+ 5 3.6315 5.28 | Q | V | | | 14+10 3.6685 5.38 | Q | V | | | 14+15 3.7063 5.48 | Q | V | | | 14+20 3.7448 5.59 | Q | V | | | 14+25 3.7841 5.70 | Q | V | | | 14+30 3.8242 5.83 | Q | V | | | 14+35 3.8653 5.96 | Q | V| | | 14+40 3.9073 6.10 | Q | V| | | 14+45 3.9504 6.26 | Q | V| | | 14+50 3.9946 6.42 | Q | V| | | 14+55 4.0401 6.60 | Q | V| | | 15+ 0 4.0869 6.80 | Q | V | | 15+ 5 4.1353 7.02 | Q | V | | 15+10 4.1853 7.26 | Q | V | | 15+15 4.2372 7.54 | Q | V | | 15+20 4.2912 7.85 | Q | |V | | 15+25 4.3471 8.11 | Q | |V | | 15+30 4.4023 8.02 | Q | |V | | 15+35 4.4550 7.65 | Q | |V | | 15+40 4.5077 7.65 | Q | | V | | 15+45 4.5639 8.16 | Q | | V | | 15+50 4.6265 9.09 | Q | | V | | 15+55 4.6993 10.58 | Q | | V | | 16+ 0 4.7902 13.19 | Q | V | | 16+ 5 4.9248 19.55 | | Q | V | | 16+10 5.1530 33.13 | | | VQ | | 16+15 5.4393 41.57 | | | V | Q | 16+20 5.6532 31.06 | | | Q V | | 16+25 5.7783 18.17 | | Q | V | | 16+30 5.8596 11.80 | Q| | V | | 16+35 5.9243 9.40 | Q | | V| | 16+40 5.9831 8.53 | Q | | V| | 16+45 6.0360 7.68 | Q | | V| | 16+50 6.0854 7.17 | Q | | V| | 16+55 6.1317 6.73 | Q | | V | 17+ 0 6.1755 6.36 | Q | | V | 17+ 5 6.2171 6.05 | Q | | V | 17+10 6.2569 5.78 | Q | | V | 17+15 6.2951 5.54 | Q | | |V | 17+20 6.3318 5.33 | Q | | |V | 17+25 6.3673 5.15 | Q | | |V | 17+30 6.4016 4.99 | Q | | |V | 17+35 6.4349 4.84 | Q | | |V | 17+40 6.4673 4.70 | Q | | |V | 17+45 6.4989 4.58 | Q | | | V | 17+50 6.5296 4.46 | Q | | | V | 17+55 6.5596 4.36 | Q | | | V | 18+ 0 6.5889 4.26 | Q | | | V | 18+ 5 6.6177 4.18 | Q | | | V | 18+10 6.6462 4.14 | Q | | | V | 18+15 6.6746 4.13 | Q | | | V | 18+20 6.7029 4.11 | Q | | | V | 18+25 6.7309 4.06 | Q | | | V | 18+30 6.7584 4.00 | Q | | | V | 18+35 6.7855 3.94 | Q | | | V | 18+40 6.8122 3.88 | Q | | | V | 18+45 6.8385 3.82 | Q | | | V | 18+50 6.8645 3.77 | Q | | | V | 18+55 6.8900 3.72 | Q | | | V | 19+ 0 6.9153 3.67 | Q | | | V | 19+ 5 6.9402 3.62 | Q | | | V | 19+10 6.9648 3.57 | Q | | | V | 19+15 6.9891 3.53 | Q | | | V | 19+20 7.0131 3.49 | Q | | | V | 19+25 7.0369 3.45 | Q | | | V | 19+30 7.0604 3.41 | Q | | | V | 19+35 7.0836 3.37 | Q | | | V | 19+40 7.1066 3.34 | Q | | | V | 19+45 7.1293 3.30 | Q | | | V | 19+50 7.1518 3.27 | Q | | | V | 19+55 7.1741 3.23 | Q | | | V | 20+ 0 7.1961 3.20 | Q | | | V | 20+ 5 7.2180 3.17 | Q | | | V | 20+10 7.2396 3.14 | Q | | | V | 20+15 7.2611 3.12 | Q | | | V | 20+20 7.2824 3.09 | Q | | | V | 20+25 7.3034 3.06 | Q | | | V | 20+30 7.3243 3.03 | Q | | | V | 20+35 7.3451 3.01 | Q | | | V | 20+40 7.3656 2.98 | Q | | | V | 20+45 7.3860 2.96 | Q | | | V | 20+50 7.4062 2.94 | Q | | | V | 20+55 7.4263 2.91 | Q | | | V | 21+ 0 7.4462 2.89 | Q | | | V | 21+ 5 7.4660 2.87 | Q | | | V | 21+10 7.4856 2.85 | Q | | | V | 21+15 7.5051 2.83 | Q | | | V | 21+20 7.5244 2.81 | Q | | | V | 21+25 7.5436 2.79 | Q | | | V | 21+30 7.5627 2.77 | Q | | | V | 21+35 7.5816 2.75 | Q | | | V | 21+40 7.6004 2.73 | Q | | | V | 21+45 7.6191 2.71 | Q | | | V | 21+50 7.6377 2.70 | Q | | | V | 21+55 7.6561 2.68 | Q | | | V | 22+ 0 7.6744 2.66 | Q | | | V | 22+ 5 7.6927 2.65 | Q | | | V | 22+10 7.7108 2.63 | Q | | | V | 22+15 7.7288 2.61 | Q | | | V | 22+20 7.7466 2.60 | Q | | | V | 22+25 7.7644 2.58 | Q | | | V | 22+30 7.7821 2.57 | Q | | | V | 22+35 7.7997 2.55 | Q | | | V | 22+40 7.8172 2.54 | Q | | | V | 22+45 7.8345 2.52 | Q | | | V | 22+50 7.8518 2.51 | Q | | | V | 22+55 7.8690 2.50 |Q | | | V | 23+ 0 7.8861 2.48 |Q | | | V | 23+ 5 7.9031 2.47 |Q | | | V | 23+10 7.9201 2.46 |Q | | | V| 23+15 7.9369 2.44 |Q | | | V| 23+20 7.9536 2.43 |Q | | | V| 23+25 7.9703 2.42 |Q | | | V| 23+30 7.9869 2.41 |Q | | | V| 23+35 8.0034 2.40 |Q | | | V| 23+40 8.0198 2.38 |Q | | | V| 23+45 8.0361 2.37 |Q | | | V| 23+50 8.0524 2.36 |Q | | | V| 23+55 8.0686 2.35 |Q | | | V| 24+ 0 8.0847 2.34 |Q | | | V| ----------------------------------------------------------------------- Project: WPT - Live Oak at Santa Ana Indusrtial Infiltration System Routing Study Stage Storage Number Storage Depth (ft)Elevation (ft)Area (ft2)Incremental volume (ft3) Total Volume (ft3) Total Volume (acre-ft)Outflow Q (cfs)Notes 1 0.0 979.50 30,537 0 0 0 0 Bottom of Infiltration System Rock 2 0.5 980.00 30,537 6,107 6,107 0.140 0.90 96" CMP Invert 3 1.5 981.00 30,537 18,381 24,489 0.562 0.90 4 2.5 982.00 30,537 22,758 47,247 1.085 0.90 5 3.5 983.00 30,537 24,781 72,027 1.654 0.90 *Meets WQMP DCV 6 4.5 984.00 30,537 25,675 97,702 2.243 0.90 7 5.5 985.00 30,537 25,675 123,377 2.832 0.90 8 6.00 985.50 30,537 12,563 135,940 3.121 0.90 9 6.25 985.75 30,537 6,160 142,101 3.262 0.90 Release Water @ 4' Parkway Drain 12" Outlet INV @ ELEV. 985.75 ft 10 7.0 986.50 30,537 17,780 159,881 3.670 4.68 11 7.5 987.00 30,537 11,035 170,916 3.924 7.45 12 8.0 987.50 30,537 10,050 180,966 4.154 9.36 13 8.5 988.00 30,537 8,332 189,297 4.346 10.91 Soffit of 96" CMP 14 9.0 988.50 30,537 6,107 195,405 4.486 12.24 Top of Infiltration/Detention System 96" CMP system with 6" rock top & bottom Infiltration Rate per Geo Tech Report (in/hr)3.5 Factor of Safety 2.75 Infiltration System Footprint (ft2)351 ft x 87 ft 30,537 0.90 Example: WSE @ 987.00 ft Qnet C 0.6 A (ft2)0.79 WSE (ft)987.00 Basin Routing Summary Table Outlet Centerline (ft)986.25 100 YR h (ft)0.75 25.37 Qout,bottom (cfs)0.90 41.57 Qnet 7.45 10.63 987.91WSE (ft) Q (cfs) after Routing Proposed Q(cfs) 13.8 ac Infiltration System Bottom Area Discharge (Qout,bottom) A: Outlet pipe cross sectional area h: WSE - outlet pipe elevation centerline Storm Drain System Net Drainage (Qnet) Two 12-inch Outlet Pipe + Infiltration Qout,bottom 0.0000295Unit Conversion (ft/sec) Qout,bottom (cfs) *WQMP Design Capture Volume (DCV) is 55,263 CF Existing Q (cfs) 13.8 ac =2 × (𝐶× 𝐴× 2𝑒�)+𝑄𝑜𝑡𝑡,𝑏𝑜𝑡𝑡𝑜𝑚 = 3.5 �ℎ𝑚 �𝑟 2.75 × 1 𝑒𝑟 12 �ℎ𝑚× 1 �𝑟 60 𝑚�ℎ𝑚× 1 𝑚�ℎ𝑚 60 𝑟𝑒𝑐= = = =2 × (0.6 × 𝐴2 × 32.2 × �)+𝑄𝑜𝑡𝑡,𝑏𝑜𝑡𝑡𝑜𝑚 =2 × (𝐶× 𝐴2 × 32.2 × �)+𝑄𝑜𝑡𝑡,𝑏𝑜𝑡𝑡𝑜𝑚 = Date:1/27/2022 Project Name:Infiltration System - 12430 (1-27-2022 22-42-37) City / County:Fontana State:California Designed By:Steve Diaz Company:Huitt-Zollars, Inc. =Adjustable Input Cells Telephone:(909) 941-7799 Out-to-out length (ft):349.0 Backfill Porosity (%):40% System Diameter (in):96 Out-to-out width (ft):85.0 Depth Above Pipe (in):6.0 Pipe Spacing (in):36 Number of Manifolds (ea):2.0 Depth Below Pipe (in):6.0 Incremental Analysis (in):6 Number of Barrels (ea):8.0 Width At Ends (ft):1.0 System Invert (Elevation):980 Width At Sides (ft):1.0 Depth (ft)Elevation (ft)Incremental Storage (cf) Cumulative Storage (cf) Incremental Storage (cf) Cumulative Storage (cf) Incremental Storage (cf) Cumulative Storage (cf) Percent Open Storage (%) Ave. Surface Area (sf) 0.00 980.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0%12,214.8 0.50 980.50 0.0 0.0 6,107.4 6,107.4 6,107.4 6,107.4 0.0%12,214.8 1.00 981.00 3,707.0 3,707.0 4,624.6 10,732.0 8,331.6 14,439.0 25.7%18,800.4 1.50 981.50 6,570.5 10,277.5 3,479.2 14,211.2 10,049.7 24,488.7 42.0%21,212.5 2.00 982.00 8,212.6 18,490.1 2,822.3 17,033.6 11,035.0 35,523.7 52.1%22,833.8 2.50 982.50 9,359.5 27,849.6 2,363.6 19,397.2 11,723.1 47,246.8 58.9%23,995.5 3.00 983.00 10,183.4 38,033.0 2,034.1 21,431.2 12,217.4 59,464.2 64.0%24,825.3 3.50 983.50 10,759.6 48,792.6 1,803.5 23,234.8 12,563.2 72,027.4 67.7%25,386.0 4.00 984.00 11,127.2 59,919.8 1,656.5 24,891.3 12,783.7 84,811.1 70.7%25,711.3 4.50 984.50 11,306.4 71,226.2 1,584.8 26,476.1 12,891.2 97,702.3 72.9%25,818.0 5.00 985.00 11,306.4 82,532.6 1,584.8 28,061.0 12,891.2 110,593.6 74.6%25,711.3 5.50 985.50 11,127.2 93,659.8 1,656.5 29,717.5 12,783.7 123,377.3 75.9%25,386.0 6.00 986.00 10,759.6 104,419.4 1,803.5 31,521.0 12,563.2 135,940.4 76.8%24,825.3 6.50 986.50 10,183.4 114,602.8 2,034.1 33,555.1 12,217.4 148,157.9 77.4%23,995.5 7.00 987.00 9,359.5 123,962.3 2,363.6 35,918.7 11,723.1 159,881.0 77.5%22,833.8 7.50 987.50 8,212.6 132,174.9 2,822.3 38,741.0 11,035.0 170,915.9 77.3%21,212.5 8.00 988.00 6,570.5 138,745.4 3,479.2 42,220.3 10,049.7 180,965.6 76.7%18,800.4 8.50 988.50 3,707.0 142,452.4 4,624.6 46,844.8 8,331.6 189,297.2 75.3%12,214.8 9.00 989.00 0.0 142,452.4 6,107.4 52,952.2 6,107.4 195,404.6 72.9%12,214.8 Pipe Stone Total SystemSystem Storage Volume Estimation Miscellaneous Contech Engineered Solutions, LLC is pleased to offer the following estimate of storage volume for the above named project. The results are submitted as an estimate only, without liability on the part of Contech Engineered Solutions, LLC for accuracy or suitability to any particular applicaton and are subject to verification of the Engineer of Record. This tool is only applicable for rectangular shaped systems. CMP: Underground Detention System Storage Volume Estimation Summary of Inputs Pipe & Analysis InformationSystem Information Backfill Information These results are submitted to you as a guideline only, without liability on the part of CONTECH Engineered Solutions, LLC for accuracy or suitability to any particular application, and are subject to your verification. FLOOD HYDROGRAPH ROUTING PROGRAM Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2005 Study date: 02/01/22 --------------------------------------------------------------------- WPT - LIVE OAK AT SANTA ANA INDUSTRIAL 100 YR BASIN ROUTING 4654Q100ROUTING SD -------------------------------------------------------------------- Program License Serial Number 6145 -------------------------------------------------------------------- ********************* HYDROGRAPH INFORMATION ********************** From study/file name: 4654Q100UHP.rte ****************************HYDROGRAPH DATA**************************** Number of intervals = 295 Time interval = 5.0 (Min.) Maximum/Peak flow rate = 41.567 (CFS) Total volume = 8.122 (Ac.Ft) Status of hydrographs being held in storage Stream 1 Stream 2 Stream 3 Stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (Ac.Ft) 0.000 0.000 0.000 0.000 0.000 *********************************************************************** ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 5.000 to Point/Station 6.000 **** RETARDING BASIN ROUTING **** ______________________________________________________________________ User entry of depth-outflow-storage data -------------------------------------------------------------------- Total number of inflow hydrograph intervals = 295 Hydrograph time unit = 5.000 (Min.) Initial depth in storage basin = 0.00(Ft.) -------------------------------------------------------------------- -------------------------------------------------------------------- Initial basin depth = 0.00 (Ft.) Initial basin storage = 0.00 (Ac.Ft) Initial basin outflow = 0.00 (CFS) --------------------------------------------------------------------- -------------------------------------------------------------------- Depth vs. Storage and Depth vs. Discharge data: Basin Depth Storage Outflow (S-O*dt/2) (S+O*dt/2) (Ft.) (Ac.Ft) (CFS) (Ac.Ft) (Ac.Ft) --------------------------------------------------------------------- 0.000 0.000 0.000 0.000 0.000 0.500 0.140 0.900 0.137 0.143 1.500 0.562 0.900 0.559 0.565 2.500 1.085 0.900 1.082 1.088 3.500 1.654 0.900 1.651 1.657 4.500 2.243 0.900 2.240 2.246 5.500 2.832 0.900 2.829 2.835 6.000 3.121 0.900 3.118 3.124 6.250 3.262 0.900 3.259 3.265 7.000 3.670 4.680 3.654 3.686 7.500 3.924 7.450 3.898 3.950 8.000 4.154 9.360 4.122 4.186 8.500 4.346 10.910 4.308 4.384 9.000 4.486 12.240 4.444 4.528 -------------------------------------------------------------------- Hydrograph Detention Basin Routing --------------------------------------------------------------------- Graph values: 'I'= unit inflow; 'O'=outflow at time shown --------------------------------------------------------------------- Time Inflow Outflow Storage Depth (Hours) (CFS) (CFS) (Ac.Ft) .0 10.4 20.78 31.18 41.57 (Ft.) 0.083 0.09 0.00 0.000 O | | | | 0.00 0.167 0.57 0.02 0.003 O | | | | 0.01 0.250 1.41 0.06 0.009 OI | | | | 0.03 0.333 1.98 0.13 0.020 OI | | | | 0.07 0.417 2.21 0.21 0.033 OI | | | | 0.12 0.500 2.29 0.30 0.047 OI | | | | 0.17 0.583 2.32 0.39 0.061 OI | | | | 0.22 0.667 2.33 0.47 0.074 OI | | | | 0.26 0.750 2.34 0.55 0.086 OI | | | | 0.31 0.833 2.34 0.63 0.098 OI | | | | 0.35 0.917 2.35 0.70 0.110 OI | | | | 0.39 1.000 2.35 0.78 0.121 OI | | | | 0.43 1.083 2.36 0.84 0.131 OI | | | | 0.47 1.167 2.36 0.90 0.142 OI | | | | 0.50 1.250 2.37 0.90 0.152 OI | | | | 0.53 1.333 2.38 0.90 0.162 OI | | | | 0.55 1.417 2.38 0.90 0.172 OI | | | | 0.58 1.500 2.39 0.90 0.182 OI | | | | 0.60 1.583 2.39 0.90 0.193 OI | | | | 0.62 1.667 2.40 0.90 0.203 OI | | | | 0.65 1.750 2.40 0.90 0.213 OI | | | | 0.67 1.833 2.41 0.90 0.224 OI | | | | 0.70 1.917 2.42 0.90 0.234 OI | | | | 0.72 2.000 2.42 0.90 0.244 OI | | | | 0.75 2.083 2.43 0.90 0.255 OI | | | | 0.77 2.167 2.44 0.90 0.266 OI | | | | 0.80 2.250 2.44 0.90 0.276 OI | | | | 0.82 2.333 2.45 0.90 0.287 OI | | | | 0.85 2.417 2.45 0.90 0.297 OI | | | | 0.87 2.500 2.46 0.90 0.308 OI | | | | 0.90 2.583 2.47 0.90 0.319 OI | | | | 0.92 2.667 2.47 0.90 0.330 OI | | | | 0.95 2.750 2.48 0.90 0.341 OI | | | | 0.98 2.833 2.49 0.90 0.352 OI | | | | 1.00 2.917 2.49 0.90 0.362 OI | | | | 1.03 3.000 2.50 0.90 0.373 OI | | | | 1.05 3.083 2.51 0.90 0.385 OI | | | | 1.08 3.167 2.51 0.90 0.396 OI | | | | 1.11 3.250 2.52 0.90 0.407 OI | | | | 1.13 3.333 2.53 0.90 0.418 OI | | | | 1.16 3.417 2.53 0.90 0.429 OI | | | | 1.19 3.500 2.54 0.90 0.440 OI | | | | 1.21 3.583 2.55 0.90 0.452 OI | | | | 1.24 3.667 2.56 0.90 0.463 OI | | | | 1.27 3.750 2.56 0.90 0.475 OI | | | | 1.29 3.833 2.57 0.90 0.486 OI | | | | 1.32 3.917 2.58 0.90 0.498 OI | | | | 1.35 4.000 2.59 0.90 0.509 OI | | | | 1.37 4.083 2.59 0.90 0.521 OI | | | | 1.40 4.167 2.60 0.90 0.533 O I | | | | 1.43 4.250 2.61 0.90 0.544 O I | | | | 1.46 4.333 2.62 0.90 0.556 O I | | | | 1.49 4.417 2.63 0.90 0.568 O I | | | | 1.51 4.500 2.63 0.90 0.580 O I | | | | 1.53 4.583 2.64 0.90 0.592 O I | | | | 1.56 4.667 2.65 0.90 0.604 O I | | | | 1.58 4.750 2.66 0.90 0.616 O I | | | | 1.60 4.833 2.67 0.90 0.628 O I | | | | 1.63 4.917 2.67 0.90 0.640 O I | | | | 1.65 5.000 2.68 0.90 0.652 O I | | | | 1.67 5.083 2.69 0.90 0.665 O I | | | | 1.70 5.167 2.70 0.90 0.677 O I | | | | 1.72 5.250 2.71 0.90 0.690 O I | | | | 1.74 5.333 2.72 0.90 0.702 O I | | | | 1.77 5.417 2.73 0.90 0.715 O I | | | | 1.79 5.500 2.74 0.90 0.727 O I | | | | 1.82 5.583 2.75 0.90 0.740 O I | | | | 1.84 5.667 2.75 0.90 0.753 O I | | | | 1.86 5.750 2.76 0.90 0.765 O I | | | | 1.89 5.833 2.77 0.90 0.778 O I | | | | 1.91 5.917 2.78 0.90 0.791 O I | | | | 1.94 6.000 2.79 0.90 0.804 O I | | | | 1.96 6.083 2.80 0.90 0.817 O I | | | | 1.99 6.167 2.81 0.90 0.830 O I | | | | 2.01 6.250 2.82 0.90 0.844 O I | | | | 2.04 6.333 2.83 0.90 0.857 O I | | | | 2.06 6.417 2.84 0.90 0.870 O I | | | | 2.09 6.500 2.85 0.90 0.884 O I | | | | 2.12 6.583 2.86 0.90 0.897 O I | | | | 2.14 6.667 2.88 0.90 0.911 O I | | | | 2.17 6.750 2.89 0.90 0.924 O I | | | | 2.19 6.833 2.90 0.90 0.938 O I | | | | 2.22 6.917 2.91 0.90 0.952 O I | | | | 2.25 7.000 2.92 0.90 0.966 O I | | | | 2.27 7.083 2.93 0.90 0.980 O I | | | | 2.30 7.167 2.94 0.90 0.994 O I | | | | 2.33 7.250 2.95 0.90 1.008 O I | | | | 2.35 7.333 2.97 0.90 1.022 O I | | | | 2.38 7.417 2.98 0.90 1.036 O I | | | | 2.41 7.500 2.99 0.90 1.051 O I | | | | 2.43 7.583 3.00 0.90 1.065 O I | | | | 2.46 7.667 3.02 0.90 1.080 O I | | | | 2.49 7.750 3.03 0.90 1.094 O I | | | | 2.52 7.833 3.04 0.90 1.109 O I | | | | 2.54 7.917 3.05 0.90 1.124 O I | | | | 2.57 8.000 3.07 0.90 1.139 O I | | | | 2.59 8.083 3.08 0.90 1.154 O I | | | | 2.62 8.167 3.09 0.90 1.169 O I | | | | 2.65 8.250 3.11 0.90 1.184 O I | | | | 2.67 8.333 3.12 0.90 1.199 O I | | | | 2.70 8.417 3.14 0.90 1.215 O I | | | | 2.73 8.500 3.15 0.90 1.230 O I | | | | 2.75 8.583 3.17 0.90 1.246 O I | | | | 2.78 8.667 3.18 0.90 1.261 O I | | | | 2.81 8.750 3.20 0.90 1.277 O I | | | | 2.84 8.833 3.21 0.90 1.293 O I | | | | 2.87 8.917 3.23 0.90 1.309 O I | | | | 2.89 9.000 3.24 0.90 1.325 O I | | | | 2.92 9.083 3.26 0.90 1.341 O I | | | | 2.95 9.167 3.28 0.90 1.357 O I | | | | 2.98 9.250 3.29 0.90 1.374 O I | | | | 3.01 9.333 3.31 0.90 1.390 O I | | | | 3.04 9.417 3.33 0.90 1.407 O I | | | | 3.07 9.500 3.34 0.90 1.424 O I | | | | 3.10 9.583 3.36 0.90 1.441 O I | | | | 3.13 9.667 3.38 0.90 1.458 O I | | | | 3.16 9.750 3.40 0.90 1.475 O I | | | | 3.19 9.833 3.42 0.90 1.492 O I | | | | 3.22 9.917 3.44 0.90 1.510 O I | | | | 3.25 10.000 3.46 0.90 1.527 O I | | | | 3.28 10.083 3.48 0.90 1.545 O I | | | | 3.31 10.167 3.50 0.90 1.563 O I | | | | 3.34 10.250 3.52 0.90 1.581 O I | | | | 3.37 10.333 3.54 0.90 1.599 O I | | | | 3.40 10.417 3.56 0.90 1.617 O I | | | | 3.43 10.500 3.58 0.90 1.635 O I | | | | 3.47 10.583 3.61 0.90 1.654 O I | | | | 3.50 10.667 3.63 0.90 1.673 O I | | | | 3.53 10.750 3.65 0.90 1.692 O I | | | | 3.56 10.833 3.68 0.90 1.711 O I | | | | 3.60 10.917 3.70 0.90 1.730 O I | | | | 3.63 11.000 3.73 0.90 1.749 O I | | | | 3.66 11.083 3.75 0.90 1.769 O I | | | | 3.69 11.167 3.78 0.90 1.789 O I | | | | 3.73 11.250 3.81 0.90 1.808 O I | | | | 3.76 11.333 3.84 0.90 1.829 O I | | | | 3.80 11.417 3.86 0.90 1.849 O I | | | | 3.83 11.500 3.89 0.90 1.869 O I | | | | 3.87 11.583 3.92 0.90 1.890 O I | | | | 3.90 11.667 3.95 0.90 1.911 O I | | | | 3.94 11.750 3.98 0.90 1.932 O I | | | | 3.97 11.833 4.02 0.90 1.954 O I | | | | 4.01 11.917 4.05 0.90 1.975 O I | | | | 4.05 12.000 4.08 0.90 1.997 O I | | | | 4.08 12.083 4.11 0.90 2.019 O I | | | | 4.12 12.167 4.10 0.90 2.041 O I | | | | 4.16 12.250 4.07 0.90 2.063 O I | | | | 4.19 12.333 4.05 0.90 2.085 O I | | | | 4.23 12.417 4.07 0.90 2.106 O I | | | | 4.27 12.500 4.11 0.90 2.128 O I | | | | 4.31 12.583 4.15 0.90 2.151 O I | | | | 4.34 12.667 4.19 0.90 2.173 O I | | | | 4.38 12.750 4.24 0.90 2.196 O I | | | | 4.42 12.833 4.28 0.90 2.219 O I | | | | 4.46 12.917 4.33 0.90 2.243 O I | | | | 4.50 13.000 4.38 0.90 2.266 O I | | | | 4.54 13.083 4.44 0.90 2.291 O I | | | | 4.58 13.167 4.49 0.90 2.315 O I | | | | 4.62 13.250 4.55 0.90 2.340 O I | | | | 4.66 13.333 4.61 0.90 2.365 O I | | | | 4.71 13.417 4.67 0.90 2.391 O I | | | | 4.75 13.500 4.73 0.90 2.417 O I | | | | 4.80 13.583 4.80 0.90 2.444 O I | | | | 4.84 13.667 4.87 0.90 2.471 O I | | | | 4.89 13.750 4.94 0.90 2.499 O I | | | | 4.93 13.833 5.02 0.90 2.527 O I | | | | 4.98 13.917 5.10 0.90 2.555 O I | | | | 5.03 14.000 5.19 0.90 2.585 O I | | | | 5.08 14.083 5.28 0.90 2.614 O I | | | | 5.13 14.167 5.38 0.90 2.645 O I | | | | 5.18 14.250 5.48 0.90 2.676 O I | | | | 5.24 14.333 5.59 0.90 2.708 O I | | | | 5.29 14.417 5.70 0.90 2.741 O I | | | | 5.35 14.500 5.83 0.90 2.774 O I | | | | 5.40 14.583 5.96 0.90 2.809 O I | | | | 5.46 14.667 6.10 0.90 2.844 O I | | | | 5.52 14.750 6.26 0.90 2.880 O I | | | | 5.58 14.833 6.42 0.90 2.918 O I | | | | 5.65 14.917 6.60 0.90 2.956 O I | | | | 5.72 15.000 6.80 0.90 2.996 O I | | | | 5.78 15.083 7.02 0.90 3.038 O I | | | | 5.86 15.167 7.26 0.90 3.081 O I | | | | 5.93 15.250 7.54 0.90 3.126 O I | | | | 6.01 15.333 7.85 0.90 3.172 O I | | | | 6.09 15.417 8.11 0.90 3.221 O I | | | | 6.18 15.500 8.02 0.98 3.270 O I | | | | 6.26 15.583 7.65 1.40 3.316 |O I | | | | 6.35 15.667 7.65 1.79 3.358 |O I | | | | 6.43 15.750 8.16 2.16 3.399 |O I | | | | 6.50 15.833 9.09 2.56 3.442 |O I | | | | 6.58 15.917 10.58 3.01 3.490 | O I | | | 6.67 16.000 13.19 3.56 3.549 | O | I | | | 6.78 16.083 19.55 4.35 3.635 | O | I| | | 6.94 16.167 33.13 5.89 3.781 | O | | |I | 7.22 16.250 41.57 8.00 3.990 | O | | | I 7.64 16.333 31.06 9.57 4.180 | O| | I| | 8.07 16.417 18.17 10.38 4.281 | O| I | | | 8.33 16.500 11.80 10.63 4.312 | OI | | | 8.41 16.583 9.40 10.63 4.311 | IO | | | 8.41 16.667 8.53 10.54 4.300 | I O | | | 8.38 16.750 7.68 10.41 4.284 | I O | | | 8.34 16.833 7.17 10.25 4.264 | I O| | | | 8.29 16.917 6.73 10.07 4.242 | I O| | | | 8.23 17.000 6.36 9.88 4.218 | I O| | | | 8.17 17.083 6.05 9.68 4.194 | I O| | | | 8.10 17.167 5.78 9.48 4.168 | I O| | | | 8.04 17.250 5.54 9.27 4.143 | I O| | | | 7.98 17.333 5.33 9.05 4.117 | I O | | | | 7.92 17.417 5.15 8.84 4.092 | I O | | | | 7.86 17.500 4.99 8.63 4.066 | I O | | | | 7.81 17.583 4.84 8.43 4.041 | I O | | | | 7.76 17.667 4.70 8.22 4.017 | I O | | | | 7.70 17.750 4.58 8.02 3.993 | I O | | | | 7.65 17.833 4.46 7.83 3.969 | I O | | | | 7.60 17.917 4.36 7.64 3.947 | I O | | | | 7.55 18.000 4.26 7.45 3.924 | I O | | | | 7.50 18.083 4.18 7.22 3.903 | I O | | | | 7.46 18.167 4.14 7.00 3.883 | I O | | | | 7.42 18.250 4.13 6.79 3.864 | I O | | | | 7.38 18.333 4.11 6.60 3.846 | I O | | | | 7.35 18.417 4.06 6.41 3.829 | IO | | | | 7.31 18.500 4.00 6.24 3.813 | IO | | | | 7.28 18.583 3.94 6.08 3.798 | IO | | | | 7.25 18.667 3.88 5.92 3.784 | I O | | | | 7.22 18.750 3.82 5.77 3.770 | I O | | | | 7.20 18.833 3.77 5.63 3.757 | I O | | | | 7.17 18.917 3.72 5.49 3.744 | I O | | | | 7.15 19.000 3.67 5.36 3.732 | I O | | | | 7.12 19.083 3.62 5.24 3.721 | I O | | | | 7.10 19.167 3.57 5.12 3.710 | IO | | | | 7.08 19.250 3.53 5.00 3.700 | IO | | | | 7.06 19.333 3.49 4.90 3.690 | IO | | | | 7.04 19.417 3.45 4.79 3.680 | IO | | | | 7.02 19.500 3.41 4.69 3.671 | IO | | | | 7.00 19.583 3.37 4.61 3.663 | IO | | | | 6.99 19.667 3.34 4.53 3.654 | IO | | | | 6.97 19.750 3.30 4.46 3.646 | IO | | | | 6.96 19.833 3.27 4.39 3.638 | IO | | | | 6.94 19.917 3.23 4.32 3.631 | IO | | | | 6.93 20.000 3.20 4.25 3.623 | IO | | | | 6.91 20.083 3.17 4.18 3.616 | IO | | | | 6.90 20.167 3.14 4.12 3.609 | IO | | | | 6.89 20.250 3.12 4.06 3.603 | IO | | | | 6.88 20.333 3.09 4.00 3.596 | IO | | | | 6.86 20.417 3.06 3.94 3.590 | IO | | | | 6.85 20.500 3.03 3.89 3.584 | O | | | | 6.84 20.583 3.01 3.83 3.579 | O | | | | 6.83 20.667 2.98 3.78 3.573 | O | | | | 6.82 20.750 2.96 3.73 3.568 | O | | | | 6.81 20.833 2.94 3.68 3.562 | O | | | | 6.80 20.917 2.91 3.64 3.557 | O | | | | 6.79 21.000 2.89 3.59 3.552 | O | | | | 6.78 21.083 2.87 3.55 3.548 | O | | | | 6.78 21.167 2.85 3.50 3.543 | O | | | | 6.77 21.250 2.83 3.46 3.539 | O | | | | 6.76 21.333 2.81 3.42 3.534 | O | | | | 6.75 21.417 2.79 3.38 3.530 | O | | | | 6.74 21.500 2.77 3.35 3.526 | O | | | | 6.74 21.583 2.75 3.31 3.522 | O | | | | 6.73 21.667 2.73 3.28 3.518 | O | | | | 6.72 21.750 2.71 3.24 3.515 | O | | | | 6.71 21.833 2.70 3.21 3.511 | O | | | | 6.71 21.917 2.68 3.18 3.508 | O | | | | 6.70 22.000 2.66 3.14 3.504 | O | | | | 6.70 22.083 2.65 3.11 3.501 | O | | | | 6.69 22.167 2.63 3.08 3.498 | O | | | | 6.68 22.250 2.61 3.06 3.495 | O | | | | 6.68 22.333 2.60 3.03 3.492 |IO | | | | 6.67 22.417 2.58 3.00 3.489 |IO | | | | 6.67 22.500 2.57 2.97 3.486 |IO | | | | 6.66 22.583 2.55 2.95 3.483 |IO | | | | 6.66 22.667 2.54 2.92 3.480 |IO | | | | 6.65 22.750 2.52 2.90 3.478 |IO | | | | 6.65 22.833 2.51 2.88 3.475 |IO | | | | 6.64 22.917 2.50 2.85 3.473 |IO | | | | 6.64 23.000 2.48 2.83 3.470 |IO | | | | 6.63 23.083 2.47 2.81 3.468 |IO | | | | 6.63 23.167 2.46 2.79 3.466 |IO | | | | 6.62 23.250 2.44 2.77 3.463 |IO | | | | 6.62 23.333 2.43 2.75 3.461 |IO | | | | 6.62 23.417 2.42 2.73 3.459 |IO | | | | 6.61 23.500 2.41 2.71 3.457 |IO | | | | 6.61 23.583 2.40 2.69 3.455 |IO | | | | 6.60 23.667 2.38 2.67 3.453 |IO | | | | 6.60 23.750 2.37 2.65 3.451 |IO | | | | 6.60 23.833 2.36 2.63 3.449 |IO | | | | 6.59 23.917 2.35 2.62 3.447 |IO | | | | 6.59 24.000 2.34 2.60 3.445 |IO | | | | 6.59 24.083 2.24 2.58 3.443 |O | | | | 6.58 24.167 1.75 2.54 3.439 |O | | | | 6.58 24.250 0.91 2.47 3.431 IO | | | | 6.56 24.333 0.33 2.35 3.419 IO | | | | 6.54 24.417 0.11 2.22 3.405 IO | | | | 6.51 24.500 0.03 2.09 3.390 IO | | | | 6.49 24.583 0.01 1.96 3.377 IO | | | | 6.46 24.667 0.00 1.84 3.364 IO | | | | 6.44 24.750 0.00 1.73 3.351 IO | | | | 6.41 24.833 0.00 1.62 3.340 IO | | | | 6.39 24.917 0.00 1.52 3.329 IO | | | | 6.37 25.000 0.00 1.43 3.319 IO | | | | 6.35 25.083 0.00 1.34 3.309 IO | | | | 6.34 25.167 0.00 1.25 3.300 O | | | | 6.32 25.250 0.00 1.18 3.292 O | | | | 6.31 25.333 0.00 1.10 3.284 O | | | | 6.29 25.417 0.00 1.04 3.277 O | | | | 6.28 25.500 0.00 0.97 3.270 O | | | | 6.26 25.583 0.00 0.91 3.263 O | | | | 6.25 25.667 0.00 0.90 3.257 O | | | | 6.24 25.750 0.00 0.90 3.251 O | | | | 6.23 25.833 0.00 0.90 3.245 O | | | | 6.22 25.917 0.00 0.90 3.238 O | | | | 6.21 26.000 0.00 0.90 3.232 O | | | | 6.20 26.083 0.00 0.90 3.226 O | | | | 6.19 26.167 0.00 0.90 3.220 O | | | | 6.18 26.250 0.00 0.90 3.214 O | | | | 6.16 26.333 0.00 0.90 3.207 O | | | | 6.15 26.417 0.00 0.90 3.201 O | | | | 6.14 26.500 0.00 0.90 3.195 O | | | | 6.13 26.583 0.00 0.90 3.189 O | | | | 6.12 26.667 0.00 0.90 3.183 O | | | | 6.11 26.750 0.00 0.90 3.176 O | | | | 6.10 26.833 0.00 0.90 3.170 O | | | | 6.09 26.917 0.00 0.90 3.164 O | | | | 6.08 27.000 0.00 0.90 3.158 O | | | | 6.07 27.083 0.00 0.90 3.152 O | | | | 6.05 27.167 0.00 0.90 3.145 O | | | | 6.04 27.250 0.00 0.90 3.139 O | | | | 6.03 27.333 0.00 0.90 3.133 O | | | | 6.02 27.417 0.00 0.90 3.127 O | | | | 6.01 27.500 0.00 0.90 3.121 O | | | | 6.00 27.583 0.00 0.90 3.115 O | | | | 5.99 27.667 0.00 0.90 3.108 O | | | | 5.98 27.750 0.00 0.90 3.102 O | | | | 5.97 27.833 0.00 0.90 3.096 O | | | | 5.96 27.917 0.00 0.90 3.090 O | | | | 5.95 28.000 0.00 0.90 3.084 O | | | | 5.94 28.083 0.00 0.90 3.077 O | | | | 5.92 28.167 0.00 0.90 3.071 O | | | | 5.91 28.250 0.00 0.90 3.065 O | | | | 5.90 28.333 0.00 0.90 3.059 O | | | | 5.89 28.417 0.00 0.90 3.053 O | | | | 5.88 28.500 0.00 0.90 3.046 O | | | | 5.87 28.583 0.00 0.90 3.040 O | | | | 5.86 28.667 0.00 0.90 3.034 O | | | | 5.85 28.750 0.00 0.90 3.028 O | | | | 5.84 28.833 0.00 0.90 3.022 O | | | | 5.83 28.917 0.00 0.90 3.015 O | | | | 5.82 29.000 0.00 0.90 3.009 O | | | | 5.81 29.083 0.00 0.90 3.003 O | | | | 5.80 29.167 0.00 0.90 2.997 O | | | | 5.79 29.250 0.00 0.90 2.991 O | | | | 5.77 29.333 0.00 0.90 2.984 O | | | | 5.76 29.417 0.00 0.90 2.978 O | | | | 5.75 29.500 0.00 0.90 2.972 O | | | | 5.74 29.583 0.00 0.90 2.966 O | | | | 5.73 29.667 0.00 0.90 2.960 O | | | | 5.72 29.750 0.00 0.90 2.953 O | | | | 5.71 29.833 0.00 0.90 2.947 O | | | | 5.70 29.917 0.00 0.90 2.941 O | | | | 5.69 30.000 0.00 0.90 2.935 O | | | | 5.68 30.083 0.00 0.90 2.929 O | | | | 5.67 30.167 0.00 0.90 2.922 O | | | | 5.66 30.250 0.00 0.90 2.916 O | | | | 5.65 30.333 0.00 0.90 2.910 O | | | | 5.63 30.417 0.00 0.90 2.904 O | | | | 5.62 30.500 0.00 0.90 2.898 O | | | | 5.61 30.583 0.00 0.90 2.891 O | | | | 5.60 30.667 0.00 0.90 2.885 O | | | | 5.59 30.750 0.00 0.90 2.879 O | | | | 5.58 30.833 0.00 0.90 2.873 O | | | | 5.57 30.917 0.00 0.90 2.867 O | | | | 5.56 31.000 0.00 0.90 2.860 O | | | | 5.55 31.083 0.00 0.90 2.854 O | | | | 5.54 31.167 0.00 0.90 2.848 O | | | | 5.53 31.250 0.00 0.90 2.842 O | | | | 5.52 31.333 0.00 0.90 2.836 O | | | | 5.51 31.417 0.00 0.90 2.829 O | | | | 5.50 31.500 0.00 0.90 2.823 O | | | | 5.49 31.583 0.00 0.90 2.817 O | | | | 5.47 31.667 0.00 0.90 2.811 O | | | | 5.46 31.750 0.00 0.90 2.805 O | | | | 5.45 31.833 0.00 0.90 2.798 O | | | | 5.44 31.917 0.00 0.90 2.792 O | | | | 5.43 32.000 0.00 0.90 2.786 O | | | | 5.42 32.083 0.00 0.90 2.780 O | | | | 5.41 32.167 0.00 0.90 2.774 O | | | | 5.40 32.250 0.00 0.90 2.767 O | | | | 5.39 32.333 0.00 0.90 2.761 O | | | | 5.38 32.417 0.00 0.90 2.755 O | | | | 5.37 32.500 0.00 0.90 2.749 O | | | | 5.36 32.583 0.00 0.90 2.743 O | | | | 5.35 32.667 0.00 0.90 2.736 O | | | | 5.34 32.750 0.00 0.90 2.730 O | | | | 5.33 32.833 0.00 0.90 2.724 O | | | | 5.32 32.917 0.00 0.90 2.718 O | | | | 5.31 33.000 0.00 0.90 2.712 O | | | | 5.30 33.083 0.00 0.90 2.705 O | | | | 5.29 33.167 0.00 0.90 2.699 O | | | | 5.27 33.250 0.00 0.90 2.693 O | | | | 5.26 33.333 0.00 0.90 2.687 O | | | | 5.25 33.417 0.00 0.90 2.681 O | | | | 5.24 33.500 0.00 0.90 2.674 O | | | | 5.23 33.583 0.00 0.90 2.668 O | | | | 5.22 33.667 0.00 0.90 2.662 O | | | | 5.21 33.750 0.00 0.90 2.656 O | | | | 5.20 33.833 0.00 0.90 2.650 O | | | | 5.19 33.917 0.00 0.90 2.643 O | | | | 5.18 34.000 0.00 0.90 2.637 O | | | | 5.17 34.083 0.00 0.90 2.631 O | | | | 5.16 34.167 0.00 0.90 2.625 O | | | | 5.15 34.250 0.00 0.90 2.619 O | | | | 5.14 34.333 0.00 0.90 2.612 O | | | | 5.13 34.417 0.00 0.90 2.606 O | | | | 5.12 34.500 0.00 0.90 2.600 O | | | | 5.11 34.583 0.00 0.90 2.594 O | | | | 5.10 34.667 0.00 0.90 2.588 O | | | | 5.09 34.750 0.00 0.90 2.581 O | | | | 5.07 34.833 0.00 0.90 2.575 O | | | | 5.06 34.917 0.00 0.90 2.569 O | | | | 5.05 35.000 0.00 0.90 2.563 O | | | | 5.04 35.083 0.00 0.90 2.557 O | | | | 5.03 35.167 0.00 0.90 2.550 O | | | | 5.02 35.250 0.00 0.90 2.544 O | | | | 5.01 35.333 0.00 0.90 2.538 O | | | | 5.00 35.417 0.00 0.90 2.532 O | | | | 4.99 35.500 0.00 0.90 2.526 O | | | | 4.98 35.583 0.00 0.90 2.519 O | | | | 4.97 35.667 0.00 0.90 2.513 O | | | | 4.96 35.750 0.00 0.90 2.507 O | | | | 4.95 35.833 0.00 0.90 2.501 O | | | | 4.94 35.917 0.00 0.90 2.495 O | | | | 4.93 36.000 0.00 0.90 2.488 O | | | | 4.92 36.083 0.00 0.90 2.482 O | | | | 4.91 36.167 0.00 0.90 2.476 O | | | | 4.90 36.250 0.00 0.90 2.470 O | | | | 4.89 36.333 0.00 0.90 2.464 O | | | | 4.87 36.417 0.00 0.90 2.457 O | | | | 4.86 36.500 0.00 0.90 2.451 O | | | | 4.85 36.583 0.00 0.90 2.445 O | | | | 4.84 36.667 0.00 0.90 2.439 O | | | | 4.83 36.750 0.00 0.90 2.433 O | | | | 4.82 36.833 0.00 0.90 2.426 O | | | | 4.81 36.917 0.00 0.90 2.420 O | | | | 4.80 37.000 0.00 0.90 2.414 O | | | | 4.79 37.083 0.00 0.90 2.408 O | | | | 4.78 37.167 0.00 0.90 2.402 O | | | | 4.77 37.250 0.00 0.90 2.395 O | | | | 4.76 37.333 0.00 0.90 2.389 O | | | | 4.75 37.417 0.00 0.90 2.383 O | | | | 4.74 37.500 0.00 0.90 2.377 O | | | | 4.73 37.583 0.00 0.90 2.371 O | | | | 4.72 37.667 0.00 0.90 2.365 O | | | | 4.71 37.750 0.00 0.90 2.358 O | | | | 4.70 37.833 0.00 0.90 2.352 O | | | | 4.69 37.917 0.00 0.90 2.346 O | | | | 4.67 38.000 0.00 0.90 2.340 O | | | | 4.66 38.083 0.00 0.90 2.334 O | | | | 4.65 38.167 0.00 0.90 2.327 O | | | | 4.64 38.250 0.00 0.90 2.321 O | | | | 4.63 38.333 0.00 0.90 2.315 O | | | | 4.62 38.417 0.00 0.90 2.309 O | | | | 4.61 38.500 0.00 0.90 2.303 O | | | | 4.60 38.583 0.00 0.90 2.296 O | | | | 4.59 38.667 0.00 0.90 2.290 O | | | | 4.58 38.750 0.00 0.90 2.284 O | | | | 4.57 38.833 0.00 0.90 2.278 O | | | | 4.56 38.917 0.00 0.90 2.272 O | | | | 4.55 39.000 0.00 0.90 2.265 O | | | | 4.54 39.083 0.00 0.90 2.259 O | | | | 4.53 39.167 0.00 0.90 2.253 O | | | | 4.52 39.250 0.00 0.90 2.247 O | | | | 4.51 39.333 0.00 0.90 2.241 O | | | | 4.50 39.417 0.00 0.90 2.234 O | | | | 4.49 39.500 0.00 0.90 2.228 O | | | | 4.47 39.583 0.00 0.90 2.222 O | | | | 4.46 39.667 0.00 0.90 2.216 O | | | | 4.45 39.750 0.00 0.90 2.210 O | | | | 4.44 39.833 0.00 0.90 2.203 O | | | | 4.43 39.917 0.00 0.90 2.197 O | | | | 4.42 40.000 0.00 0.90 2.191 O | | | | 4.41 40.083 0.00 0.90 2.185 O | | | | 4.40 40.167 0.00 0.90 2.179 O | | | | 4.39 40.250 0.00 0.90 2.172 O | | | | 4.38 40.333 0.00 0.90 2.166 O | | | | 4.37 40.417 0.00 0.90 2.160 O | | | | 4.36 40.500 0.00 0.90 2.154 O | | | | 4.35 40.583 0.00 0.90 2.148 O | | | | 4.34 40.667 0.00 0.90 2.141 O | | | | 4.33 40.750 0.00 0.90 2.135 O | | | | 4.32 40.833 0.00 0.90 2.129 O | | | | 4.31 40.917 0.00 0.90 2.123 O | | | | 4.30 41.000 0.00 0.90 2.117 O | | | | 4.29 41.083 0.00 0.90 2.110 O | | | | 4.27 41.167 0.00 0.90 2.104 O | | | | 4.26 41.250 0.00 0.90 2.098 O | | | | 4.25 41.333 0.00 0.90 2.092 O | | | | 4.24 41.417 0.00 0.90 2.086 O | | | | 4.23 41.500 0.00 0.90 2.079 O | | | | 4.22 41.583 0.00 0.90 2.073 O | | | | 4.21 41.667 0.00 0.90 2.067 O | | | | 4.20 41.750 0.00 0.90 2.061 O | | | | 4.19 41.833 0.00 0.90 2.055 O | | | | 4.18 41.917 0.00 0.90 2.048 O | | | | 4.17 42.000 0.00 0.90 2.042 O | | | | 4.16 42.083 0.00 0.90 2.036 O | | | | 4.15 42.167 0.00 0.90 2.030 O | | | | 4.14 42.250 0.00 0.90 2.024 O | | | | 4.13 42.333 0.00 0.90 2.017 O | | | | 4.12 42.417 0.00 0.90 2.011 O | | | | 4.11 42.500 0.00 0.90 2.005 O | | | | 4.10 42.583 0.00 0.90 1.999 O | | | | 4.09 42.667 0.00 0.90 1.993 O | | | | 4.07 42.750 0.00 0.90 1.986 O | | | | 4.06 42.833 0.00 0.90 1.980 O | | | | 4.05 42.917 0.00 0.90 1.974 O | | | | 4.04 43.000 0.00 0.90 1.968 O | | | | 4.03 43.083 0.00 0.90 1.962 O | | | | 4.02 43.167 0.00 0.90 1.955 O | | | | 4.01 43.250 0.00 0.90 1.949 O | | | | 4.00 43.333 0.00 0.90 1.943 O | | | | 3.99 43.417 0.00 0.90 1.937 O | | | | 3.98 43.500 0.00 0.90 1.931 O | | | | 3.97 43.583 0.00 0.90 1.924 O | | | | 3.96 43.667 0.00 0.90 1.918 O | | | | 3.95 43.750 0.00 0.90 1.912 O | | | | 3.94 43.833 0.00 0.90 1.906 O | | | | 3.93 43.917 0.00 0.90 1.900 O | | | | 3.92 44.000 0.00 0.90 1.893 O | | | | 3.91 44.083 0.00 0.90 1.887 O | | | | 3.90 44.167 0.00 0.90 1.881 O | | | | 3.89 44.250 0.00 0.90 1.875 O | | | | 3.87 44.333 0.00 0.90 1.869 O | | | | 3.86 44.417 0.00 0.90 1.862 O | | | | 3.85 44.500 0.00 0.90 1.856 O | | | | 3.84 44.583 0.00 0.90 1.850 O | | | | 3.83 44.667 0.00 0.90 1.844 O | | | | 3.82 44.750 0.00 0.90 1.838 O | | | | 3.81 44.833 0.00 0.90 1.831 O | | | | 3.80 44.917 0.00 0.90 1.825 O | | | | 3.79 45.000 0.00 0.90 1.819 O | | | | 3.78 45.083 0.00 0.90 1.813 O | | | | 3.77 45.167 0.00 0.90 1.807 O | | | | 3.76 45.250 0.00 0.90 1.800 O | | | | 3.75 45.333 0.00 0.90 1.794 O | | | | 3.74 45.417 0.00 0.90 1.788 O | | | | 3.73 45.500 0.00 0.90 1.782 O | | | | 3.72 45.583 0.00 0.90 1.776 O | | | | 3.71 45.667 0.00 0.90 1.769 O | | | | 3.70 45.750 0.00 0.90 1.763 O | | | | 3.69 45.833 0.00 0.90 1.757 O | | | | 3.67 45.917 0.00 0.90 1.751 O | | | | 3.66 46.000 0.00 0.90 1.745 O | | | | 3.65 46.083 0.00 0.90 1.738 O | | | | 3.64 46.167 0.00 0.90 1.732 O | | | | 3.63 46.250 0.00 0.90 1.726 O | | | | 3.62 46.333 0.00 0.90 1.720 O | | | | 3.61 46.417 0.00 0.90 1.714 O | | | | 3.60 46.500 0.00 0.90 1.707 O | | | | 3.59 46.583 0.00 0.90 1.701 O | | | | 3.58 46.667 0.00 0.90 1.695 O | | | | 3.57 46.750 0.00 0.90 1.689 O | | | | 3.56 46.833 0.00 0.90 1.683 O | | | | 3.55 46.917 0.00 0.90 1.676 O | | | | 3.54 47.000 0.00 0.90 1.670 O | | | | 3.53 47.083 0.00 0.90 1.664 O | | | | 3.52 47.167 0.00 0.90 1.658 O | | | | 3.51 47.250 0.00 0.90 1.652 O | | | | 3.50 47.333 0.00 0.90 1.645 O | | | | 3.49 47.417 0.00 0.90 1.639 O | | | | 3.47 47.500 0.00 0.90 1.633 O | | | | 3.46 47.583 0.00 0.90 1.627 O | | | | 3.45 47.667 0.00 0.90 1.621 O | | | | 3.44 47.750 0.00 0.90 1.615 O | | | | 3.43 47.833 0.00 0.90 1.608 O | | | | 3.42 47.917 0.00 0.90 1.602 O | | | | 3.41 48.000 0.00 0.90 1.596 O | | | | 3.40 48.083 0.00 0.90 1.590 O | | | | 3.39 48.167 0.00 0.90 1.584 O | | | | 3.38 48.250 0.00 0.90 1.577 O | | | | 3.37 48.333 0.00 0.90 1.571 O | | | | 3.35 48.417 0.00 0.90 1.565 O | | | | 3.34 48.500 0.00 0.90 1.559 O | | | | 3.33 48.583 0.00 0.90 1.553 O | | | | 3.32 48.667 0.00 0.90 1.546 O | | | | 3.31 48.750 0.00 0.90 1.540 O | | | | 3.30 48.833 0.00 0.90 1.534 O | | | | 3.29 48.917 0.00 0.90 1.528 O | | | | 3.28 49.000 0.00 0.90 1.522 O | | | | 3.27 49.083 0.00 0.90 1.515 O | | | | 3.26 49.167 0.00 0.90 1.509 O | | | | 3.25 49.250 0.00 0.90 1.503 O | | | | 3.23 49.333 0.00 0.90 1.497 O | | | | 3.22 49.417 0.00 0.90 1.491 O | | | | 3.21 49.500 0.00 0.90 1.484 O | | | | 3.20 49.583 0.00 0.90 1.478 O | | | | 3.19 49.667 0.00 0.90 1.472 O | | | | 3.18 49.750 0.00 0.90 1.466 O | | | | 3.17 49.833 0.00 0.90 1.460 O | | | | 3.16 49.917 0.00 0.90 1.453 O | | | | 3.15 50.000 0.00 0.90 1.447 O | | | | 3.14 50.083 0.00 0.90 1.441 O | | | | 3.13 50.167 0.00 0.90 1.435 O | | | | 3.11 50.250 0.00 0.90 1.429 O | | | | 3.10 50.333 0.00 0.90 1.422 O | | | | 3.09 50.417 0.00 0.90 1.416 O | | | | 3.08 50.500 0.00 0.90 1.410 O | | | | 3.07 50.583 0.00 0.90 1.404 O | | | | 3.06 50.667 0.00 0.90 1.398 O | | | | 3.05 50.750 0.00 0.90 1.391 O | | | | 3.04 50.833 0.00 0.90 1.385 O | | | | 3.03 50.917 0.00 0.90 1.379 O | | | | 3.02 51.000 0.00 0.90 1.373 O | | | | 3.01 51.083 0.00 0.90 1.367 O | | | | 2.99 51.167 0.00 0.90 1.360 O | | | | 2.98 51.250 0.00 0.90 1.354 O | | | | 2.97 51.333 0.00 0.90 1.348 O | | | | 2.96 51.417 0.00 0.90 1.342 O | | | | 2.95 51.500 0.00 0.90 1.336 O | | | | 2.94 51.583 0.00 0.90 1.329 O | | | | 2.93 51.667 0.00 0.90 1.323 O | | | | 2.92 51.750 0.00 0.90 1.317 O | | | | 2.91 51.833 0.00 0.90 1.311 O | | | | 2.90 51.917 0.00 0.90 1.305 O | | | | 2.89 52.000 0.00 0.90 1.298 O | | | | 2.88 52.083 0.00 0.90 1.292 O | | | | 2.86 52.167 0.00 0.90 1.286 O | | | | 2.85 52.250 0.00 0.90 1.280 O | | | | 2.84 52.333 0.00 0.90 1.274 O | | | | 2.83 52.417 0.00 0.90 1.267 O | | | | 2.82 52.500 0.00 0.90 1.261 O | | | | 2.81 52.583 0.00 0.90 1.255 O | | | | 2.80 52.667 0.00 0.90 1.249 O | | | | 2.79 52.750 0.00 0.90 1.243 O | | | | 2.78 52.833 0.00 0.90 1.236 O | | | | 2.77 52.917 0.00 0.90 1.230 O | | | | 2.76 53.000 0.00 0.90 1.224 O | | | | 2.74 53.083 0.00 0.90 1.218 O | | | | 2.73 53.167 0.00 0.90 1.212 O | | | | 2.72 53.250 0.00 0.90 1.205 O | | | | 2.71 53.333 0.00 0.90 1.199 O | | | | 2.70 53.417 0.00 0.90 1.193 O | | | | 2.69 53.500 0.00 0.90 1.187 O | | | | 2.68 53.583 0.00 0.90 1.181 O | | | | 2.67 53.667 0.00 0.90 1.174 O | | | | 2.66 53.750 0.00 0.90 1.168 O | | | | 2.65 53.833 0.00 0.90 1.162 O | | | | 2.64 53.917 0.00 0.90 1.156 O | | | | 2.62 54.000 0.00 0.90 1.150 O | | | | 2.61 54.083 0.00 0.90 1.143 O | | | | 2.60 54.167 0.00 0.90 1.137 O | | | | 2.59 54.250 0.00 0.90 1.131 O | | | | 2.58 54.333 0.00 0.90 1.125 O | | | | 2.57 54.417 0.00 0.90 1.119 O | | | | 2.56 54.500 0.00 0.90 1.112 O | | | | 2.55 54.583 0.00 0.90 1.106 O | | | | 2.54 54.667 0.00 0.90 1.100 O | | | | 2.53 54.750 0.00 0.90 1.094 O | | | | 2.52 54.833 0.00 0.90 1.088 O | | | | 2.50 54.917 0.00 0.90 1.081 O | | | | 2.49 55.000 0.00 0.90 1.075 O | | | | 2.48 55.083 0.00 0.90 1.069 O | | | | 2.47 55.167 0.00 0.90 1.063 O | | | | 2.46 55.250 0.00 0.90 1.057 O | | | | 2.45 55.333 0.00 0.90 1.050 O | | | | 2.43 55.417 0.00 0.90 1.044 O | | | | 2.42 55.500 0.00 0.90 1.038 O | | | | 2.41 55.583 0.00 0.90 1.032 O | | | | 2.40 55.667 0.00 0.90 1.026 O | | | | 2.39 55.750 0.00 0.90 1.019 O | | | | 2.37 55.833 0.00 0.90 1.013 O | | | | 2.36 55.917 0.00 0.90 1.007 O | | | | 2.35 56.000 0.00 0.90 1.001 O | | | | 2.34 56.083 0.00 0.90 0.995 O | | | | 2.33 56.167 0.00 0.90 0.988 O | | | | 2.32 56.250 0.00 0.90 0.982 O | | | | 2.30 56.333 0.00 0.90 0.976 O | | | | 2.29 56.417 0.00 0.90 0.970 O | | | | 2.28 56.500 0.00 0.90 0.964 O | | | | 2.27 56.583 0.00 0.90 0.957 O | | | | 2.26 56.667 0.00 0.90 0.951 O | | | | 2.24 56.750 0.00 0.90 0.945 O | | | | 2.23 56.833 0.00 0.90 0.939 O | | | | 2.22 56.917 0.00 0.90 0.933 O | | | | 2.21 57.000 0.00 0.90 0.926 O | | | | 2.20 57.083 0.00 0.90 0.920 O | | | | 2.19 57.167 0.00 0.90 0.914 O | | | | 2.17 57.250 0.00 0.90 0.908 O | | | | 2.16 57.333 0.00 0.90 0.902 O | | | | 2.15 57.417 0.00 0.90 0.895 O | | | | 2.14 57.500 0.00 0.90 0.889 O | | | | 2.13 57.583 0.00 0.90 0.883 O | | | | 2.11 57.667 0.00 0.90 0.877 O | | | | 2.10 57.750 0.00 0.90 0.871 O | | | | 2.09 57.833 0.00 0.90 0.865 O | | | | 2.08 57.917 0.00 0.90 0.858 O | | | | 2.07 58.000 0.00 0.90 0.852 O | | | | 2.05 58.083 0.00 0.90 0.846 O | | | | 2.04 58.167 0.00 0.90 0.840 O | | | | 2.03 58.250 0.00 0.90 0.834 O | | | | 2.02 58.333 0.00 0.90 0.827 O | | | | 2.01 58.417 0.00 0.90 0.821 O | | | | 2.00 58.500 0.00 0.90 0.815 O | | | | 1.98 58.583 0.00 0.90 0.809 O | | | | 1.97 58.667 0.00 0.90 0.803 O | | | | 1.96 58.750 0.00 0.90 0.796 O | | | | 1.95 58.833 0.00 0.90 0.790 O | | | | 1.94 58.917 0.00 0.90 0.784 O | | | | 1.92 59.000 0.00 0.90 0.778 O | | | | 1.91 59.083 0.00 0.90 0.772 O | | | | 1.90 59.167 0.00 0.90 0.765 O | | | | 1.89 59.250 0.00 0.90 0.759 O | | | | 1.88 59.333 0.00 0.90 0.753 O | | | | 1.87 59.417 0.00 0.90 0.747 O | | | | 1.85 59.500 0.00 0.90 0.741 O | | | | 1.84 59.583 0.00 0.90 0.734 O | | | | 1.83 59.667 0.00 0.90 0.728 O | | | | 1.82 59.750 0.00 0.90 0.722 O | | | | 1.81 59.833 0.00 0.90 0.716 O | | | | 1.79 59.917 0.00 0.90 0.710 O | | | | 1.78 60.000 0.00 0.90 0.703 O | | | | 1.77 60.083 0.00 0.90 0.697 O | | | | 1.76 60.167 0.00 0.90 0.691 O | | | | 1.75 60.250 0.00 0.90 0.685 O | | | | 1.73 60.333 0.00 0.90 0.679 O | | | | 1.72 60.417 0.00 0.90 0.672 O | | | | 1.71 60.500 0.00 0.90 0.666 O | | | | 1.70 60.583 0.00 0.90 0.660 O | | | | 1.69 60.667 0.00 0.90 0.654 O | | | | 1.68 60.750 0.00 0.90 0.648 O | | | | 1.66 60.833 0.00 0.90 0.641 O | | | | 1.65 60.917 0.00 0.90 0.635 O | | | | 1.64 61.000 0.00 0.90 0.629 O | | | | 1.63 61.083 0.00 0.90 0.623 O | | | | 1.62 61.167 0.00 0.90 0.617 O | | | | 1.60 61.250 0.00 0.90 0.610 O | | | | 1.59 61.333 0.00 0.90 0.604 O | | | | 1.58 61.417 0.00 0.90 0.598 O | | | | 1.57 61.500 0.00 0.90 0.592 O | | | | 1.56 61.583 0.00 0.90 0.586 O | | | | 1.55 61.667 0.00 0.90 0.579 O | | | | 1.53 61.750 0.00 0.90 0.573 O | | | | 1.52 61.833 0.00 0.90 0.567 O | | | | 1.51 61.917 0.00 0.90 0.561 O | | | | 1.50 62.000 0.00 0.90 0.555 O | | | | 1.48 62.083 0.00 0.90 0.548 O | | | | 1.47 62.167 0.00 0.90 0.542 O | | | | 1.45 62.250 0.00 0.90 0.536 O | | | | 1.44 62.333 0.00 0.90 0.530 O | | | | 1.42 62.417 0.00 0.90 0.524 O | | | | 1.41 62.500 0.00 0.90 0.517 O | | | | 1.39 62.583 0.00 0.90 0.511 O | | | | 1.38 62.667 0.00 0.90 0.505 O | | | | 1.36 62.750 0.00 0.90 0.499 O | | | | 1.35 62.833 0.00 0.90 0.493 O | | | | 1.34 62.917 0.00 0.90 0.486 O | | | | 1.32 63.000 0.00 0.90 0.480 O | | | | 1.31 63.083 0.00 0.90 0.474 O | | | | 1.29 63.167 0.00 0.90 0.468 O | | | | 1.28 63.250 0.00 0.90 0.462 O | | | | 1.26 63.333 0.00 0.90 0.455 O | | | | 1.25 63.417 0.00 0.90 0.449 O | | | | 1.23 63.500 0.00 0.90 0.443 O | | | | 1.22 63.583 0.00 0.90 0.437 O | | | | 1.20 63.667 0.00 0.90 0.431 O | | | | 1.19 63.750 0.00 0.90 0.424 O | | | | 1.17 63.833 0.00 0.90 0.418 O | | | | 1.16 63.917 0.00 0.90 0.412 O | | | | 1.14 64.000 0.00 0.90 0.406 O | | | | 1.13 64.083 0.00 0.90 0.400 O | | | | 1.12 64.167 0.00 0.90 0.393 O | | | | 1.10 64.250 0.00 0.90 0.387 O | | | | 1.09 64.333 0.00 0.90 0.381 O | | | | 1.07 64.417 0.00 0.90 0.375 O | | | | 1.06 64.500 0.00 0.90 0.369 O | | | | 1.04 64.583 0.00 0.90 0.362 O | | | | 1.03 64.667 0.00 0.90 0.356 O | | | | 1.01 64.750 0.00 0.90 0.350 O | | | | 1.00 64.833 0.00 0.90 0.344 O | | | | 0.98 64.917 0.00 0.90 0.338 O | | | | 0.97 65.000 0.00 0.90 0.331 O | | | | 0.95 65.083 0.00 0.90 0.325 O | | | | 0.94 65.167 0.00 0.90 0.319 O | | | | 0.92 65.250 0.00 0.90 0.313 O | | | | 0.91 65.333 0.00 0.90 0.307 O | | | | 0.89 65.417 0.00 0.90 0.300 O | | | | 0.88 65.500 0.00 0.90 0.294 O | | | | 0.87 65.583 0.00 0.90 0.288 O | | | | 0.85 65.667 0.00 0.90 0.282 O | | | | 0.84 65.750 0.00 0.90 0.276 O | | | | 0.82 65.833 0.00 0.90 0.269 O | | | | 0.81 65.917 0.00 0.90 0.263 O | | | | 0.79 66.000 0.00 0.90 0.257 O | | | | 0.78 66.083 0.00 0.90 0.251 O | | | | 0.76 66.167 0.00 0.90 0.245 O | | | | 0.75 66.250 0.00 0.90 0.238 O | | | | 0.73 66.333 0.00 0.90 0.232 O | | | | 0.72 66.417 0.00 0.90 0.226 O | | | | 0.70 66.500 0.00 0.90 0.220 O | | | | 0.69 66.583 0.00 0.90 0.214 O | | | | 0.67 66.667 0.00 0.90 0.207 O | | | | 0.66 66.750 0.00 0.90 0.201 O | | | | 0.65 66.833 0.00 0.90 0.195 O | | | | 0.63 66.917 0.00 0.90 0.189 O | | | | 0.62 67.000 0.00 0.90 0.183 O | | | | 0.60 67.083 0.00 0.90 0.176 O | | | | 0.59 67.167 0.00 0.90 0.170 O | | | | 0.57 67.250 0.00 0.90 0.164 O | | | | 0.56 67.333 0.00 0.90 0.158 O | | | | 0.54 67.417 0.00 0.90 0.152 O | | | | 0.53 67.500 0.00 0.90 0.145 O | | | | 0.51 67.583 0.00 0.90 0.139 O | | | | 0.50 67.667 0.00 0.86 0.133 O | | | | 0.48 67.750 0.00 0.82 0.128 O | | | | 0.46 67.833 0.00 0.78 0.122 O | | | | 0.44 67.917 0.00 0.75 0.117 O | | | | 0.42 68.000 0.00 0.72 0.112 O | | | | 0.40 68.083 0.00 0.69 0.107 O | | | | 0.38 68.167 0.00 0.66 0.102 O | | | | 0.36 68.250 0.00 0.63 0.098 O | | | | 0.35 68.333 0.00 0.60 0.094 O | | | | 0.33 68.417 0.00 0.58 0.089 O | | | | 0.32 68.500 0.00 0.55 0.086 O | | | | 0.31 68.583 0.00 0.53 0.082 O | | | | 0.29 68.667 0.00 0.50 0.078 O | | | | 0.28 68.750 0.00 0.48 0.075 O | | | | 0.27 68.833 0.00 0.46 0.072 O | | | | 0.26 68.917 0.00 0.44 0.069 O | | | | 0.24 69.000 0.00 0.42 0.066 O | | | | 0.23 69.083 0.00 0.40 0.063 O | | | | 0.22 69.167 0.00 0.39 0.060 O | | | | 0.21 69.250 0.00 0.37 0.057 O | | | | 0.21 69.333 0.00 0.35 0.055 O | | | | 0.20 69.417 0.00 0.34 0.053 O | | | | 0.19 69.500 0.00 0.32 0.050 O | | | | 0.18 69.583 0.00 0.31 0.048 O | | | | 0.17 69.667 0.00 0.30 0.046 O | | | | 0.16 69.750 0.00 0.28 0.044 O | | | | 0.16 69.833 0.00 0.27 0.042 O | | | | 0.15 69.917 0.00 0.26 0.040 O | | | | 0.14 70.000 0.00 0.25 0.039 O | | | | 0.14 70.083 0.00 0.24 0.037 O | | | | 0.13 70.167 0.00 0.23 0.035 O | | | | 0.13 70.250 0.00 0.22 0.034 O | | | | 0.12 70.333 0.00 0.21 0.032 O | | | | 0.12 70.417 0.00 0.20 0.031 O | | | | 0.11 70.500 0.00 0.19 0.030 O | | | | 0.11 70.583 0.00 0.18 0.028 O | | | | 0.10 70.667 0.00 0.17 0.027 O | | | | 0.10 70.750 0.00 0.17 0.026 O | | | | 0.09 70.833 0.00 0.16 0.025 O | | | | 0.09 70.917 0.00 0.15 0.024 O | | | | 0.08 71.000 0.00 0.15 0.023 O | | | | 0.08 71.083 0.00 0.14 0.022 O | | | | 0.08 71.167 0.00 0.13 0.021 O | | | | 0.07 71.250 0.00 0.13 0.020 O | | | | 0.07 71.333 0.00 0.12 0.019 O | | | | 0.07 71.417 0.00 0.12 0.018 O | | | | 0.06 71.500 0.00 0.11 0.017 O | | | | 0.06 71.583 0.00 0.11 0.017 O | | | | 0.06 71.667 0.00 0.10 0.016 O | | | | 0.06 71.750 0.00 0.10 0.015 O | | | | 0.05 71.833 0.00 0.09 0.015 O | | | | 0.05 71.917 0.00 0.09 0.014 O | | | | 0.05 72.000 0.00 0.09 0.013 O | | | | 0.05 72.083 0.00 0.08 0.013 O | | | | 0.05 72.167 0.00 0.08 0.012 O | | | | 0.04 72.250 0.00 0.08 0.012 O | | | | 0.04 72.333 0.00 0.07 0.011 O | | | | 0.04 72.417 0.00 0.07 0.011 O | | | | 0.04 72.500 0.00 0.07 0.010 O | | | | 0.04 72.583 0.00 0.06 0.010 O | | | | 0.03 72.667 0.00 0.06 0.009 O | | | | 0.03 72.750 0.00 0.06 0.009 O | | | | 0.03 72.833 0.00 0.06 0.009 O | | | | 0.03 72.917 0.00 0.05 0.008 O | | | | 0.03 73.000 0.00 0.05 0.008 O | | | | 0.03 73.083 0.00 0.05 0.007 O | | | | 0.03 73.167 0.00 0.05 0.007 O | | | | 0.03 73.250 0.00 0.04 0.007 O | | | | 0.02 73.333 0.00 0.04 0.007 O | | | | 0.02 73.417 0.00 0.04 0.006 O | | | | 0.02 73.500 0.00 0.04 0.006 O | | | | 0.02 73.583 0.00 0.04 0.006 O | | | | 0.02 73.667 0.00 0.04 0.005 O | | | | 0.02 73.750 0.00 0.03 0.005 O | | | | 0.02 73.833 0.00 0.03 0.005 O | | | | 0.02 73.917 0.00 0.03 0.005 O | | | | 0.02 74.000 0.00 0.03 0.005 O | | | | 0.02 74.083 0.00 0.03 0.004 O | | | | 0.02 74.167 0.00 0.03 0.004 O | | | | 0.02 74.250 0.00 0.03 0.004 O | | | | 0.01 74.333 0.00 0.02 0.004 O | | | | 0.01 74.417 0.00 0.02 0.004 O | | | | 0.01 74.500 0.00 0.02 0.004 O | | | | 0.01 74.583 0.00 0.02 0.003 O | | | | 0.01 74.667 0.00 0.02 0.003 O | | | | 0.01 74.750 0.00 0.02 0.003 O | | | | 0.01 74.833 0.00 0.02 0.003 O | | | | 0.01 74.917 0.00 0.02 0.003 O | | | | 0.01 75.000 0.00 0.02 0.003 O | | | | 0.01 75.083 0.00 0.02 0.003 O | | | | 0.01 75.167 0.00 0.02 0.002 O | | | | 0.01 75.250 0.00 0.02 0.002 O | | | | 0.01 75.333 0.00 0.01 0.002 O | | | | 0.01 75.417 0.00 0.01 0.002 O | | | | 0.01 75.500 0.00 0.01 0.002 O | | | | 0.01 75.583 0.00 0.01 0.002 O | | | | 0.01 75.667 0.00 0.01 0.002 O | | | | 0.01 75.750 0.00 0.01 0.002 O | | | | 0.01 75.833 0.00 0.01 0.002 O | | | | 0.01 75.917 0.00 0.01 0.002 O | | | | 0.01 76.000 0.00 0.01 0.002 O | | | | 0.01 76.083 0.00 0.01 0.002 O | | | | 0.01 76.167 0.00 0.01 0.001 O | | | | 0.01 76.250 0.00 0.01 0.001 O | | | | 0.00 76.333 0.00 0.01 0.001 O | | | | 0.00 76.417 0.00 0.01 0.001 O | | | | 0.00 76.500 0.00 0.01 0.001 O | | | | 0.00 76.583 0.00 0.01 0.001 O | | | | 0.00 76.667 0.00 0.01 0.001 O | | | | 0.00 76.750 0.00 0.01 0.001 O | | | | 0.00 76.833 0.00 0.01 0.001 O | | | | 0.00 76.917 0.00 0.01 0.001 O | | | | 0.00 77.000 0.00 0.01 0.001 O | | | | 0.00 77.083 0.00 0.01 0.001 O | | | | 0.00 77.167 0.00 0.01 0.001 O | | | | 0.00 77.250 0.00 0.01 0.001 O | | | | 0.00 77.333 0.00 0.01 0.001 O | | | | 0.00 77.417 0.00 0.00 0.001 O | | | | 0.00 77.500 0.00 0.00 0.001 O | | | | 0.00 77.583 0.00 0.00 0.001 O | | | | 0.00 77.667 0.00 0.00 0.001 O | | | | 0.00 77.750 0.00 0.00 0.001 O | | | | 0.00 77.833 0.00 0.00 0.001 O | | | | 0.00 77.917 0.00 0.00 0.001 O | | | | 0.00 78.000 0.00 0.00 0.001 O | | | | 0.00 78.083 0.00 0.00 0.001 O | | | | 0.00 78.167 0.00 0.00 0.001 O | | | | 0.00 78.250 0.00 0.00 0.000 O | | | | 0.00 78.333 0.00 0.00 0.000 O | | | | 0.00 78.417 0.00 0.00 0.000 O | | | | 0.00 78.500 0.00 0.00 0.000 O | | | | 0.00 78.583 0.00 0.00 0.000 O | | | | 0.00 78.667 0.00 0.00 0.000 O | | | | 0.00 78.750 0.00 0.00 0.000 O | | | | 0.00 78.833 0.00 0.00 0.000 O | | | | 0.00 78.917 0.00 0.00 0.000 O | | | | 0.00 79.000 0.00 0.00 0.000 O | | | | 0.00 79.083 0.00 0.00 0.000 O | | | | 0.00 79.167 0.00 0.00 0.000 O | | | | 0.00 79.250 0.00 0.00 0.000 O | | | | 0.00 79.333 0.00 0.00 0.000 O | | | | 0.00 ****************************HYDROGRAPH DATA**************************** Number of intervals = 952 Time interval = 5.0 (Min.) Maximum/Peak flow rate = 10.632 (CFS) Total volume = 8.121 (Ac.Ft) Status of hydrographs being held in storage Stream 1 Stream 2 Stream 3 Stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (Ac.Ft) 0.000 0.000 0.000 0.000 0.000 *********************************************************************** -------------------------------------------------------------------- Appendix D Hydrologic Soils Group Map Isohyetal Maps