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CT 14-05; MAGNOLIA TOWNHOMES; TECHNICAL MEMORANDUM; DWG 490-4A, PUD 14-08, CDP 14-27; 2015-10-12
TECHNICAL MEMORANDUM: Determination of Post-Development Flooding Levels if Pump System Fails during the Occurrence of the 24 hr -100 year Storm Event Magnolia Townhomes, Carlsbad, CA Prepared for: DMS Consultants, Inc. October 12, 2015. Prepared by: Luis P ra, PhD, CPSWQ, ToR, D.WRE. R.C.E. 66377 Technical Memo: Determination of Post-Development Flooding Levels if Pump System Fails during Occurrence of the 24 hr -100 yr Storm Event TO: Surender Dewan, DMS Consultants, Inc. FROM: Luis Parra, PhD, PE, CPSWQ, ToR, D.WRE. DATE: October 12, 2015 RE: Technical Memorandum for Flooding Determination. Magnolia Townhomes, Carlsbad, CA INTRODUCTION The purpose of this study is to demonstrate that the pavers designed together with (a) allowable ponding in the parking lot and (b) the infiltration capacity of the existing soils for the Magnolia Townhomes Project in Carlsbad, CA, provide enough capacity to handle the occurrence of the 24 hour -100 yeart storm event without flooding the finish floor elevation of any of the properties proposed in the project, even if the pump system provided for drainage failed during the occurrence of the storm. This study is to satisfy safety conditions during a typical 100 year extreme event, per requirements of the City of Carlsbad. ASSUMPTIONS IN RELATION TO THE SPECIFIC PROBLEM The following are the assumptions made for the calculations associated with the flooding analysis: 1) Pumping capacity of the system is not accounted for; in other words, pump system is supposed to fail and is not included in the model. 2) Infiltration capacity of the soils beneath the porous pavers is taken into account, in accordance to the Geotechnical Report recommended value (See Appendix 4), divided by a Safety Factor of 3, to account for potential saturation of the soils, and potential clogging / infiltration reduction as a consequence of compaction. SF = 3 is a standard practice for infiltration basins and is applied here for the permeable soil underlying the pavers. 3) Void capacity of the gravel under the pavers is included and gravel is assumed dry at the beginning of the storm. As a matter of fact, gravel depth in the upstream paver area is increased by 1.50 ft to insure that no water from upstream spills downstream. 4) The upstream system contains its drainage volume without discharging any volume to the downstream system (hence, the necessity to increase the gravel layer thickness). See Appendix 1 for plan view of the project. 5) As a consequence of 4), upstream and downstream calculations are made independently. 6) In terms of precipitation totals, NOAA tables will be used (See next section). As NOAA does not recommend any distribution, the San Diego County Hydrology Manual Precipitation Distribution will be followed. 7) The C coefficient as defined by the San Diego County Hydrology Manual will be used. In this case, C= 0.25 · (1-ai) + 0. 90 · ai, where ai is the fraction impervious (not landscape or permeable pavers ), and Magnolia Flooding Analysis under 100 yr -24 hr October 12, 2015. the value 0.25 corresponds to soils Type B existing in the area, per the USDA Soil Map included in Appendix 3. 8) The ponding capacity of the small landscaped areas (patios) of each apartment is neglected, so results are conservative. PRECIPITATION AMOUNT AND DISTRIBUTION It is the professional and expert opinion of the author of this study that the intensity distribution recommended by the County of San Diego Hydrology Manual is updated and too conservative, and can be superseded for the more accurate NOAA data. In other words, the intensity distribution per the manual suggests short duration precipitation values that do not correspond with the precipitation records as analyzed by NOAA in 2014. Therefore, precipitation values per NOAA will be used. However, as NOAA does not suggest any precipitation distribution but only shows precipitation values for different durations, the distribution of the rainfall will follow the recommendations of the San Diego County Hydrology Manual. The precipitation values are shown in Appendix 2. The precipitation totals are interpolated following a straight line in logarithmic scale from the values given by NOAA for all intermediate durations. A time interval of 5 minutes is used for precision. Precipitation values for durations of 5 min, 10 min, 15 min, 30 min, 1 hour, 2 hr, 3 hr, 6 hr, 12 hr and 24 hr are given by NOAA. MODEL AND RESULTS Precipitation increments are obtained every 5 min, and peak flows Q (cfs) are determined using Rational Method as Q = 121/120·C-I·A, where C was already defined, I is the rainfall intensity (in/hr) and A is the contributing area to each permeable paver facility (acres). Infiltration capacity Qf (cfs) is defined as Qf = f·Ap/(43,200·SF) where f is the infiltration capacity (8.2 in/hr), SF is the safety factor (3), Ap is the area of the pavers (ft2) and 43,200 represents the conversion of in- ft/hr into cfs. The difference between inflow and infiltration capacity multiplied by the time interval Lit (seconds) represents the volume accumulated per time interval in the system, once the infiltration is excluded. It should be noticed that at the beginning of the routing process infiltration is larger than inflow, and as it physically impossible to have more infiltration than incoming flow, infiltration is equal to the flow. Later on, inflow is larger than infiltration, and volume starts accumulating in the facilities. At the end, inflow is again smaller than infiltration, but this time full infiltration can occur because there is volume accumulated in the surface and the voids of the gravel. The results of the model (shown in detail in Appendix 5) suggest the following: a) For the upstream system, the maximum water elevation is 58.09 ft, below any of the garages, and below the saddle elevation of 58.25 ft, at which excess of flow will drain downstream. Therefore, the assumption of the systems working independently holds true. b) For the downstream system, the maximum water elevation is 57.39 ft, slightly below the elevation of the garages surrounding the pavers. 2 Magnolia Flooding Analysis under 100 yr -24 hr October 12, 2015. CONCLUSION The pavers plus the infiltration capacity of the soil (with an included Safety Factor of 3) have enough capacity to detail the 24 hour -100 year storm event without flooding the finish floor elevation of any of the apartments in the project, even if pump failure is assumed. APPENDIX LIST Appendix 1: Appendix 2: Appendix 3: Appendix 4: Appendix 5: Post-Development Map of Project NOAA Precipitation USDA Soil Types Geotechnical Report for Infiltration Capacity Results of the Model in Excel: Data and Detail Routing 3 APPENDIX 1: POST-DEVELOPMENT MAP OF PROJECT I I I I I F I I I I I I ;· I I r I I. I I I. k ~y I /, I I I I I I I I I I I ~ I I, I I I I I I I I I I I I I I I I I l/ /1 ~/' I I I I I I 11 r --~-'i-- ef .. I LEGEND s AREA DISCRIPTION ~ AREA IN ACRES (i§j) NODE NUMBER I I ,HFERSON STREET I\ \ cfs \ 1f' VICINI.!.Y MAP NORlH o,oo0.26 cfs ' [SHml CITY QF CARLSBAD ISHEETSI ~===t==~======================+===+===~==~===l L..!_j ENGINEERING DEPARTMENT of 1 t--+----l-----------+--+--t----lc---l jHYDROLOGY PLAN (PROPOSED CONDITIONS) ~ MAGNOLIA TOWNHOMES ENG1"EER D ms I I I I I I I I '1 APPRO,;:' AND l1~c~s!o.' c~Ai~~~ AVENUE, CONSULTANTS INC I I CITY ENGINEER EXPIRES DAT[ C I V I L E N G I N E E R ~ _ It\ --....... -OWN y ____t!L_ I PROJECT NO. l~RAWING NO CHKDBY~-RVWO BY__ -REVISION DESCRIPTION APPENDIX 2: NOAA PRECIPITATION U/llOL\110 r;r.or:tr~I Info f1rpr,1pHt:1tion Frnqwincv {PF\ • PF In GIS Format • PFMaps , Temporal Distr. • Time Sarles Data PFDS Perform. TH:, ProhntJl£l Mr1x1mum ,'nicmi!ation (PMP) iHli<fll"- Mi;-, C!J llnoaous Crmtact U,~ ~,r A :V U~b.i92 ...... PFDS: Contiguous US SParr.h o t{V''-JS ~![ i Go NOAA ATLAS 14 POINT PRECIPITATION FREQUENCY ESTtMATES: CA DATA DESCRIPTfON Data type: I e~clpit<1~_fl ~ee!h • Units: i e_Ft_{llf_!~_!J Time sedea type.: eart_!_8-l_du~tfon . "' SELECT LOCAl'tON 1. Manually: a) Enter locatlon {decimal degrees, use•-· for S and W}: latitude: longitude: b) S11laet station (click hara for a list of stations usad in frequency analysis for CA): l select station -- 2. Use map: . submit ·---.. a) Sule ct locat!on (move crosshai.rord'ouble cfick) b) Click on station icon ( show sla:llons on map> l:.OCATIONi INFORMA TtON: Name: cartsbad, Callfomia, us• latitude: 33.1509' longitude:-117.3392° EtevaHon: 57 II" • source: Googfa Maps http://hdsc.nws.noaa.gov/hdsc/pfds/pfds _map _cont.html?bkmrk=ca www.nws.noaa.gov : ... ,.! ....... . ... ,;. "" .... .f:' ..... \ ., ( 1/3 l'l/11a.oJ1V PF tabular PFDS: Contiguous US POINT PRECIPITATION FREQUENCY (PF} ESTIMATES WITH 90% CONFIDENCE INTERVALS AND SUPPLEMENTARY INFORMA llON NOAA Atlas 14, Volume 6, Verslon2 PF :'~;.Jnt11c;;:f ,~11 Jh::,•: ~ PnntPage I PDS•based precipitation frequency estimates with 90o/0c confidence intervats (in inches)1 I Duration II Average recurrem:s lnle.1Val fyears) 1 II 2 II 5 II 10 !f 25 ~ 59 II 100 II 200 f! 500 II B 0.131 0.16& 0.214 0.256 0.316 0.365 0.418 0.476 0,560 (0.11().0.157} (0.139-0.199) (0.180-0.258) (0.213-0.311) I (0.253.•0.3.99) (0.286-0.471) (0.319-0,554) (0.353-0.649) (0.397-0.798) ! 10-m,n 1 0.1811 0.238 0.307 0.367 ! (0.~~571) i 0.524 Q.600 0.183 0.803 (0. t5S.0.226} (0.200-0.286) (0.257-0.370) (0.305-0.446) : (0.41().0.1>75) (0.458°0.794) (0.506-0.931) {0.569-1.14) / 15-mln 1 0.227 D.288 0.372 0.444 0.548 0,634 0,725 0.825 OJJ7'f (0.191-0.273) (0.242-0,346) (0.311-0.446) (0.369-0.540) (0.439-0,691) ' (D.496-0.817) (0,554-0.960} (0,611-1.13) (0.688-1.38) 1 30-mln 1 0.322 0.408 0.526 0.629 0.776 0.897 1.03 1.17 1.38 (0.271-0.387) (ll.342-0.490) (0.441-1).634) (0.522-0.764) (0.622-°'979) (0.703-1.18) (0.764-1.36) (0.866'1.59) (0.974-1,,96} I 1 60~'" 1 0.435 0.550 0.710 0.848 1.05 1.21 1.39 1.511 1.86 (0.366-0.522) (0.462-D.681) (0.595-0.856) {0.705•1.03) {O.M0-1.32) (0.9411-1.56) (1.06•1.83) (1.17-2.15) (1.31-2.65) 0 0.588 0.733 0.934 1.11 1.35'. I, ,1!~:.00, l 1.77 2.01 2.35 (0.495-0.705) (0.61&-Q.BB1) (0.783-1.13) (0.918-1.34) (1.08-1.71) (1.35·2.34) (1.49-2.73) ( 1.66-3.35) 0 0.691 0.880 1.09 1.29 I (1;:taa) ! uo I I 2.05 2.31 2.69 (0.582·0.830) (0.723-1.93) (0.915-1.32) (1.07-1 .57} (1.41-2.32} (1.56•2.71) (1.71-3.15) (1.91·3.83) G 0.894 I (0.~~.34) I 1A2 1.67 2.03 2.31 2.61 2.93 3.38 ! (0.752-1.07} (1.19-1.71) ( 1.39-2.03) (1.63·2.56) (1.81-2.98} (1.99·3.46) (2.17-3.99) (2.39-4 .Bf) I 12-hr 1 1.13 U3 l 1.84 ·· 1 2.17 2,63 .[ 2.99 II 3,35 I 3.74 4.26 (0.94!l-1.35) (1.21-1. 72) (1.54-2.22) : (1.80-2.64) (2. 11-3.32) (2.34·3.65) (2.56-4.44) (2.n-5.09) (3,02-6.07} EJ 1.38 1.79 2.32 I 2,75 t 3.34 3.79 I 4.24 I 4.71 I U4 r (1.21-1.59) (1,57-2.07) (2.04-2.69) (2.40-3.22) (2.82-4.03) (3.14-4.66} (3.43-5.34) (3.71-6.09) (4,05-7.16) B 1.68 I 2.20 I 2.87 l 3.42 I 4.16 I 4.72 I !f.30 5.88 I 6.68 I (1.48-1.95) : (1.94-2.55) (2.52-3.33) (2.98-4.00) (3.51-5,02) (3.9'1·5,82) (4.29-8.67) (4.64-7.81) (5.07-8,99) I 3-day I 1.88 2A7 3.23 3.86 4.71 5.36 6.03 6.71 7.64 (1.66-2.16) (2.17-2.116) (2.84-3.76) (3.37-4.52) (3.98-5.69) (¢.45-6.61) (4.88•7,60) (S.29-8.69) (5.79-10.3} E] 2~04 2.69 3.$4 423 5,17 5.90 [ 8.64 I 7A1 8A6 (1.80-2.37) (2.37-3.11) (3.11-4.11) (3.69-4.95) (4.37-6.25.) (4.1!9-7.27) (5.38-8.37) (5.85-9.59) (6.41-11.4} B 2.37 3.14 4.16 s.oo 8.15 l (5.~~~88) [ 7.96 8.92 10.2 (2.09-2.74) 12.n-3.63) (3.B5-4.83) (4.36-5.85) (5.20-7.42) (6.45-10.0) {7.03-11.5) (7.75-13.B} J 10-ctay 1 2.63 3..50 4.66 5.62 6.95 7.99 9.06 10.2 11.7 I (2.32-3.04) (3.08-4.D5) (4.10-5.41) (4.90-6.58) (5.88•8.39) (6,82-9.84) (7.33-11.4) (8.!12-13.2) (8,88-15.8) I 20-day I 3.19 4.30 S.79 7,04 8.80 10.2 11.6 13.2 '15.3 (2.111-3.69) (3.79-4.98) (5.09-6.72) (6.14-8.24) (7.43-10.6) {8.44-12.5) (9.42-14.7) (10.4-17.0) {11.6-20.6) ! 30,day II 3.77 I 5.10 6.91 8A4 10.6 12.3 142 16.1 16.B (3,33-4.37) : (4,49-5.91) (6.07-8,03) (7 .36-9.88) (8.97-12.B) (10.2-15.2) (11.5-17.6) (12.7-20,6) (14.3-25~) 1 4S-day I 4.46 I 6.02 I 8.18 10.0 12.7 14.8 17.1 19.5 23.0 (3.93-5.16) : (5.30-6.97) (7.19-9.50) (8.74-11.7) (10.7-15.3) (12.3-18.2) (13.8-21.5) (15.4-25.2) ( 17 .4-30.9) j 60-day ll 5.15 I 6.92 I 9.40 I 11.$ 14.6 17.1 19.8 22.7 26.!J ! (4.54-5.96) (S.1D-B,02) (8.26-10.9) (10.1-13.5) (12.4•17.6) (14.2-21.1) (16.1-25.0) (17.9-29.4) (20.4-36.3) 1 Preclpllallon frequency (PF) estimates In this table are based on frequency analysis of partial duration series (PDS). I I I I 1000 i 0.630 (0.43().0.932:} O.!Jll3 ! co.611-1.aa, ! 1.09· (0.741.-1.61} 1.55 ( f.Oll:-2.29J 2.09 I c1.43-3.o9J I 2.63 I (1.79·3.B9) 3.oo I 12.os-4.44) I 3.74 I (2,55-5.53) I 4.117 (3.19-6.91} 5.83 (4.28-8 • .fO) 7.30 (5.36-10.1) 8.36 (6.14·11.6) 927 (6.80-12.9) 11.2 (8.25-15.6) 12.9 ! (9.48-16.0) 17.0 (12.5-23.6,) 21.0 (15.4-29.2} 25..6 I (18.9-35.8) 30A I (22.3-42.3) JNumbers in parenthesis are PF E1stlmates al lower and upper bounds of the 90% confidence Interval. The probablily that prec!pi!alion frequency estimates (for a given duration and average I http://hdsc.rms.noaa,govllldsc/pfdsfpfds_map_conthlml?bkmrk=ca j 213 APPENDIX 3: USDA SOIL TYPES Hydrologic Soil Group-San Diego County Area, California (Magnolia Project) MAP LEGEND MAP IN FORMATION Area of Interest (AOI) D Area of Interest (AOI) Soils Soil Rating Polygons D A D N D CJ B CJ BID o c D CID DD D Not rated or not available Soil Rating Lines _. A _. N D _. B _. BID C _. CID _. D .. -Not rated or not available Soil Rating Points • A • N D • B • BID USDA Natural Resources 1iiiii Conservation Service D C • CID • D C Not rated or not available Water Features Streams and Canals Transportation +-t-+ Rails .,.-, Interstate Highways .,.-, US Routes Major Roads Local Roads Background • Aerial Photography Web Soil Survey National Cooperative Soil Survey The soil surveys that comprise your AOI were mapped at 1 :24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: http://websoilsurvey.nrcs.usda.gov Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Survey Area Data: San Diego County Area, California Version 8, Sep 17, 2014 Soil map units are labeled (as space allows) for map scales 1 :50,000 or larger. Date(s) aerial images were photographed: Nov 3, 2014-Nov 22, 2014 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. 10/12/2015 Page 2 of 4 Hydrologic Soil Group-San Diego County Area, California Magnolia Project Hydrologic Soil Group Hydrologic Soil Group-Summary by Map Unit-San Diego County Area, California (CA638) Map unit symbol Map unit name Rating Acres in AOI Percent of AOI MIC Marina loamy coarse B 4.9 1 sand, 2 to 9 percent I slopes Totals for Area of Interest 4.9 Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (AID, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 100.0% I i 100.0~ 10/12/2015 Page 3 of 4 APPENDIX 4: GEOTECHNICAL REPORT FOR INFILTRATION CAPACITY ,.i~, B T R AT A - T E C H , I N C . 714-521-5611 562-427-8099 FAX 714-521-2552 GEOCONSULTANTS 7372 Walnut Avenue, Unit F,Buena Park, California 90620 December 9, 2014 DS Products, Inc. Tony Sfreddo 24 Amber Leaf Irvine, California, 92614 Gentlemen: Subject: w.o. 273114 Percolation Infiltration testing, Storm Water Management, 749-763 Magnolia Dr., Carlsbad, California Reference: Preliminary Geotechnical Engineering Investigation, Proposed Multi Family Residential Development, 749-763 Magnolia Drive, Carlsbad, California. In accordance with your authorization and terms of our contract STRATA-TECH, Inc. is pleased to submit the results of our storm water infiltration testing. Percolation testing was performed in two borings at the locations shown on the attached site plan. The soils encountered consist of Sand, fme, trace of clay, and Sand fh-med dense dry to the depth of 12-feet. The percolation boring depth was governed by the understanding groundwater will be on the order of20 feet below finished grade. Testing was perform.ed in 5-foot dry percolation borings consisting of 4-inch slotted well screen with .020 "openings in 6-inch diameter borings having the annular space packed with #3 Monterey filter sand. The testing consisted of filling the percolation boring with water to within 0.5-foot of the surface and allowing it to seep till dry and repeatedly filling the test borings and measuring the stabilized STRATA-TECH.,INC. 13EOCONSULTANTS DS Products, Inc Storm Water Percolation Testing 2 December 9, 2014 749-763 Magnolia Dr, Carlsbad, CA rate. The rates for the drop between the 4th and 5th foot was measured in each boring and are the basis for the design rate of8.2 Inch/Hr. The design infiltration rate of 8.2 Inch/Hr. may be used by the design civil engineer for the infiltration system for the subject site. At the completion of testing the well screens were pulled and remaining holes filled native soils. The work performed was carried out in accordance with acceptable geotechnical principles common to the local area in which we practice. We make no other warranties, either expressed or implied. We appreciate this opportunity to be of service to you. R!L"Specrfu.lly submitted: STRt.T A· n:CH. Inc. Roland Actlfta. PG President Larry Finley RCE46606 APPENDIX 5: RESULTS OF MODEL IN EXCEL: DATA & DETAIL ROUTING PONDING CALCULATIONS 0.30 ACRES. Information Infiltration System: {Cl+ C2) Area: f: SF: 10 ft 140 ft 8.2 in/hr 3 fdesign: 2.733 in/hr Qinf: 0.0886 cfs (Qinf = fdesign·B·L/(12·3600) Volume: depth gravel: porosity: volume: 1.5 ft 0.4 840 cu-ft Surface before outlet (at 58.25) A: 1645 sq-ft depth: vol: TOTAL: 0.4 ft 219 cu-ft 1059 cu-ft (before spilling) Elevation interpolation Elev. Vol (cu-ft) 57.85 840 (at surface of system) RUNOFF Area: C: P6: P24: 0.3 acres 0.830 2.61 in 4.24 in Vol 2360 cu-ft (6 hr) 3834 cu-ft {24 hr) (Vol = 3630 · Pi · C · A) Name Perv (ft2) lmperv (ft2) Cl 588 2897 C2 812 8771 TOTAL 1400 11668 C: 0.830 (C = (0.25·1400+0.9·11668)/(1400+11668)) 58.25 1059 (at elevation from which water will spill downstream) (model result) (interpolated depth) PONDING CALCULATIONS 0.30 ACRES (Cl, C2) NOAA Interpolation Sorting of Precipitation and Routing t (min) I (in/hr) 4P Position 4P Position Q (cfs) Inf (cfs) Qpond 4Vpond Vpond (ft3) (inch) (inch) (cfs) (ft3) 5 5.016 0.4180 193 0.0051 1 0.015 0.015 0.000 0.00 0.00 10 3.600 0.1820 192 0.0050 2 0.015 0.015 0.000 0.00 0.00 15 2.900 0.1250 191 0.0050 3 0.015 0.015 0.000 0.00 0.00 20 2.516 0.1138 194 0.0051 4 0.015 0.015 0.000 0.00 0.00 25 2.254 0.1004 190 0.0051 5 0.015 0.015 0.000 0.00 0.00 30 2.060 0.0909 189 0.0051 6 0.015 0.015 0.000 0.00 0.00 35 1.887 0.0709 195 0.0051 7 0.015 0.015 0.000 0.00 0.00 40 1.749 0.0654 188 0.0051 8 0.015 0.015 0.000 0.00 0.00 45 1.636 0.0609 187 0.0052 9 0.016 0.016 0.000 0.00 0.00 so 1.541 0.0572 196 0.0052 10 0.016 0.016 0.000 0.00 0.00 55 1.460 0.0540 186 0.0052 11 0.016 0.016 0.000 0.00 0.00 60 1.390 0.0515 185 0.0052 12 0.016 0.016 0.000 0.00 0.00 65 1.320 0.0395 197 0.0052 13 0.016 0.016 0.000 0.00 0.00 70 1.257 0.0374 184 0.0052 14 0.016 0.016 0.000 0.00 0.00 75 1.202 0.0357 183 0.0053 15 0.016 0.016 0.000 0.00 0.00 80 1.153 0.0342 198 0.0053 16 0.016 0.016 0.000 0.00 0.00 85 1.108 0.0328 182 0.0053 17 0.016 0.016 0.000 0.00 0.00 90 1.067 0.0316 181 0.0053 18 0.016 0.016 0.000 0.00 0.00 95 1.031 0.0305 199 0.0053 19 0.016 0.016 0.000 0.00 0.00 100 0.997 0.0294 180 0.0054 20 0.016 0.016 0.000 0.00 0.00 105 0.966 0.0285 179 0.0054 21 0.016 0.016 0.000 0.00 0.00 110 0.937 0.0276 200 0.0054 22 0.016 0.016 0.000 0.00 0.00 115 0.910 0.0268 178 0.0054 23 0.016 0.016 0.000 0.00 0.00 120 0.885 0.0259 177 0.0054 24 0.016 0.016 0.000 0.00 0.00 125 0.862 0.0264 201 0.0055 25 0.016 0.016 0.000 0.00 0.00 130 0.841 0.0257 176 0.0055 26 0.017 0.017 0.000 0.00 0.00 135 0.821 0.0251 175 0.0055 27 0.017 0.017 0.000 0.00 0.00 140 0.802 0.0245 202 0.0055 28 0.017 0.017 0.000 0.00 0.00 145 0.784 0.0239 174 0.0056 29 0.017 0.017 0.000 0.00 0.00 150 0.768 0.0234 173 0.0056 30 0.017 0.017 0.000 0.00 0.00 155 0.752 0.0229 203 0.0056 31 0.017 0.017 0.000 0.00 0.00 160 0.737 0.0225 172 0.0056 32 0.017 0.017 0.000 0.00 0.00 165 0.722 0.0220 171 0.0057 33 0.017 0.017 0.000 0.00 0.00 170 0.709 0.0216 204 0.0057 34 0.017 0.017 0.000 0.00 0.00 175 0.696 0.0212 170 0.0057 35 0.017 0.017 0.000 0.00 0.00 180 0.683 0.0208 169 0.0057 36 0.017 0.017 0.000 0.00 0.00 185 0.671 0.0195 205 0.0057 37 0.017 0.017 0.000 0.00 0.00 190 0.660 0.0193 168 0.0058 38 0.017 0.017 0.000 0.00 0.00 195 0.649 0.0190 167 0.0058 39 0.017 0.017 0.000 0.00 0.00 200 0.638 0.0187 206 0.0058 40 0.018 0.018 0.000 0.00 0.00 205 0.628 0.0184 166 0.0058 41 0.018 0.018 0.000 0.00 0.00 210 0.618 0.0181 165 0.0059 42 0.018 0.018 0.000 0.00 0.00 215 0.609 0.0178 207 0.0059 43 0.018 0.018 0.000 0.00 0.00 220 0.600 0.0175 164 0.0059 44 0.018 0.018 0.000 0.00 0.00 225 0.591 0.0173 163 0.0060 45 0.018 0.018 0.000 0.00 0.00 230 0.582 0.0170 208 0.0060 46 0.018 0.018 0.000 0.00 0.00 235 0.574 0.0168 162 0.0060 47 0.018 0.018 0.000 0.00 0.00 240 0.566 0.0166 161 0.0060 48 0.018 0.018 0.000 0.00 0.00 245 0.559 0.0163 209 0.0061 49 0.018 0.018 0.000 0.00 0.00 250 0.552 0.0161 160 0.0061 50 0.018 0.018 0.000 0.00 0.00 255 0.545 0.0159 159 0.0061 51 0.018 0 .018 0.000 0.00 0.00 260 0.538 0.0157 210 0.0061 52 0.018 0.018 0.000 0.00 0.00 265 0.531 0.0155 158 0.0062 53 0.019 0.019 0.000 0.00 0.00 270 0.525 0.0153 157 0.0062 54 0.019 0.019 0.000 0.00 0.00 275 0.518 0.0151 211 0.0062 55 0.019 0.019 0.000 0.00 0.00 280 0.512 0.0150 156 0.0063 56 0.019 0.019 0.000 0.00 0.00 285 0.506 0.0148 155 0.0063 57 0.019 0.019 0.000 0.00 0.00 290 0.501 0.0146 212 0.0063 58 0.019 0.019 0.000 0.00 0.00 295 0.495 0.0145 154 0 .0064 59 0.019 0.019 0.000 0.00 0.00 300 0.490 0.0143 153 0.0064 60 0.019 0.019 0.000 0.00 0.00 305 0.485 0.0141 213 0.0064 61 0.019 0.019 0.000 0.00 0.00 310 0.479 0.0140 152 0.0064 62 0.019 0.019 0.000 0.00 0.00 315 0.475 0.0138 151 0.0065 63 0.020 0.020 0.000 0.00 0.00 320 0.470 0.0137 214 0.0065 64 0.020 0.020 0.000 0.00 0.00 325 0.465 0.0136 150 0.0066 65 0.020 0.020 0.000 0.00 0.00 330 0.460 0.0134 149 0.0066 66 0.020 0.020 0.000 0.00 0.00 335 0.456 0.0133 215 0.0066 67 0.020 0.020 0.000 0.00 0.00 340 0.451 0.0132 148 0.0066 68 0.020 0.020 0.000 0.00 0.00 345 0.447 0.0130 147 0.0067 69 0.020 0.020 0.000 0.00 0.00 350 0.443 0.0129 216 0.0067 70 0.020 0.020 0.000 0.00 0.00 355 0.439 0.0128 146 0.0068 71 0.020 0.020 0.000 0.00 0.00 360 0.435 0.0129 145 0.0068 72 0.020 0.020 0.000 0.00 0.00 365 0.431 0.0130 217 0.0068 73 0.021 0.021 0.000 0.00 0.00 370 0.427 0.0129 144 0.0069 74 0.021 0.021 0.000 0.00 0.00 375 0.424 0.0128 143 0.0069 75 0.021 0.021 0.000 0.00 0.00 380 0.420 0.0127 218 0.0069 76 0.021 0.021 0.000 0.00 0.00 385 0.417 0.0126 142 0.0070 77 0.021 0.021 0.000 0.00 0.00 390 0.413 0.0125 141 0.0070 78 0.021 0.021 0.000 0.00 0.00 395 0.410 0.0124 219 0.0071 79 0.021 0.021 0.000 0.00 0.00 400 0.407 0.0123 140 0.0071 80 0.021 0.021 0.000 0.00 0.00 405 0 .403 0.0122 139 0.0072 81 0.022 0.022 0.000 0.00 0.00 410 0.400 0.0121 220 0.0072 82 0.022 0.022 0.000 0.00 0.00 415 0.397 0.0120 138 0.0072 83 0.022 0.022 0.000 0.00 0.00 420 0.394 0.0119 137 0.0073 84 0.022 0.022 0.000 0.00 0 .00 425 0.391 0.0118 221 0.0073 85 0.022 0.022 0.000 0.00 0.00 430 0.388 0.0117 136 0.0074 86 0.022 0.022 0.000 0.00 0.00 435 0.385 0.0116 135 0.0074 87 0.022 0.022 0.000 0.00 0.00 440 0.383 0.0115 222 0.0075 88 0.022 0.022 0.000 0.00 0.00 445 0.380 0.0114 134 0.0075 89 0.023 0.023 0.000 0.00 0.00 450 0.377 0.0114 133 0.0075 90 0.023 0.023 0.000 0.00 0.00 455 0.374 0.0113 223 0.0076 91 0.023 0.023 0.000 0.00 0.00 460 0.372 0.0112 132 0.0076 92 0.023 0.023 0.000 0.00 0.00 465 0.369 0.0111 131 0.0077 93 0.023 0.023 0.000 0.00 0.00 470 0.367 0.0110 224 0.0077 94 0.023 0.023 0.000 0.00 0.00 475 0.364 0.0110 130 0.0078 95 0.024 0.024 0.000 0.00 0.00 480 0.362 0.0109 129 0.0079 96 0.024 0.024 0.000 0.00 0.00 485 0.359 0.0108 225 0.0084 97 0.025 0.025 0.000 0.00 0.00 0 490 0.357 0.0108 128 0.0084 98 0.025 0.025 0.000 0.00 0.00 495 0.355 0.0107 127 0.0085 99 0.026 0.026 0.000 0.00 0.00 500 0.353 0.0106 226 0.0085 100 0.026 0 .026 0.000 0.00 0.00 sos 0.350 0.0105 126 0.0086 101 0.026 0.026 0.000 0.00 0.00 510 0.348 0.0105 125 0.0087 102 0.026 0.026 0.000 0.00 0.00 515 0.346 0.0104 227 0.0088 103 0.026 0.026 0.000 0.00 0.00 520 0.344 0.0103 124 0.0088 104 0.027 0.027 0.000 0.00 0.00 525 0.342 0.0103 123 0.0089 105 0.027 0.027 0.000 0.00 0.00 530 0.340 0.0102 228 0.0089 106 0.027 0.027 0.000 0.00 0.00 535 0.338 0.0102 122 0.0090 107 0.027 0.027 0.000 0.00 0.00 540 0.336 0.0101 121 0.0091 108 0.027 0.027 0.000 0.00 0.00 545 0.334 0.0100 229 0.0091 109 0.028 0.028 0.000 0.00 0.00 550 0.332 0.0100 120 0.0092 110 0.028 0.028 0.000 0.00 0.00 555 0.330 0.0099 119 0.0093 111 0.028 0.028 0.000 0.00 0.00 560 0.328 0.0099 230 0.0093 112 0.028 0.028 0.000 0.00 0.00 565 0.326 0.0098 118 0.0094 113 0.028 0.028 0.000 0.00 0.00 570 0.324 0.0098 117 0.0095 114 0.029 0.029 0.000 0.00 0.00 575 0.322 0.0097 231 0.0096 115 0.029 0.029 0.000 0.00 0.00 580 0.321 0.0096 116 0.0096 116 0.029 0.029 0.000 0.00 0.00 585 0.319 0.0096 115 0.0098 117 0.029 0.029 0.000 0.00 0.00 590 0.317 0.0095 232 0.0098 118 0.030 0.030 0.000 0.00 0.00 595 0.315 0.0095 114 0.0099 119 0.030 0.030 0.000 0.00 0.00 600 0.314 0.0094 113 0.0100 120 0.030 0.030 0.000 0.00 0.00 605 0.312 0.0094 233 0.0101 121 0.030 0.030 0.000 0.00 0.00 610 0.310 0.0093 112 0.0102 122 0.031 0.031 0.000 0.00 0.00 615 0.309 0.0093 111 0.0103 123 0.031 0.031 0.000 0.00 0.00 620 0.307 0.0092 234 0.0103 124 0.031 0.031 0.000 0.00 0.00 625 0.306 0.0092 110 0.0105 125 0.032 0.032 0.000 0.00 0.00 630 0.304 0.0091 109 0.0105 126 0.032 0.032 0.000 0.00 0.00 635 0.303 0.0091 235 0.0107 127 0.032 0.032 0.000 0.00 0.00 640 0.301 0.0091 108 0.0108 128 0.032 0.032 0.000 0.00 0.00 645 0.300 0.0090 107 0.0109 129 0.033 0.033 0.000 0.00 0.00 650 0.298 0.0090 236 0.0110 130 0.033 0.033 0.000 0.00 0.00 655 0.297 0.0089 106 0.0111 131 0.034 0.034 0.000 0.00 0.00 660 0.295 0.0089 105 0.0112 132 0.034 0.034 0.000 0.00 0.00 665 0.294 0.0088 237 0.0114 133 0.034 0.034 0.000 0.00 0.00 670 0.292 0.0088 104 0.0114 134 0.034 0.034 0.000 0.00 0.00 675 0.291 0.0088 103 0.0116 135 0.035 0.035 0.000 0.00 0.00 680 0.290 0.0087 238 0.0117 136 0.035 0.035 0.000 0.00 0.00 685 0.288 0.0087 102 0.0119 137 0.036 0.036 0.000 0.00 0.00 690 0.287 0.0086 101 0.0120 138 0.036 0.036 0.000 0.00 0.00 695 0.286 0.0086 239 0.0122 139 0.037 0.037 0.000 0.00 0.00 700 0.284 0.0085 100 0.0123 140 0.037 0.037 0.000 0.00 0.00 705 0.283 0.0085 99 0.0125 141 0.038 0.038 0.000 0.00 0.00 710 0.282 0.0085 240 0.0126 142 0.038 0.038 0.000 0.00 0.00 715 0.280 0.0084 98 0.0128 143 0.038 0.038 0.000 0.00 0.00 720 0.279 0.0084 97 0.0129 144 0.039 0.039 0.000 0.00 0.00 725 0.278 0.0079 241 0.0129 145 0.039 0.039 0.000 0.00 0.00 730 0.277 0.0079 96 0.0128 146 0.039 0.039 0.000 0.00 0.00 735 0.275 0.0078 95 0.0130 147 0.039 0.039 0.000 0.00 0.00 740 0.274 0.0078 242 0.0132 148 0.040 0.040 0.000 0.00 0.00 745 0.273 0.0077 94 0.0134 149 0.040 0.040 0.000 0.00 0.00 750 0.272 0.0077 93 0.0136 150 0.041 0.041 0.000 0.00 0.00 755 0.271 0.0077 243 0.0138 151 0.042 0.042 0.000 0.00 0.00 760 0.269 0.0076 92 0.0140 152 0.042 0 .042 0.000 0.00 0.00 765 0.268 0.0076 91 0.0143 153 0.043 0.043 0.000 0.00 0.00 770 0.267 0.0076 244 0.0145 154 0.044 0.044 0.000 0.00 0.00 775 0.266 0.0075 90 0.0148 155 0.045 0.045 0.000 0.00 0.00 780 0.265 0.0075 89 0.0150 156 0.045 0.045 0.000 0.00 0.00 785 0.264 0.0075 245 0.0153 157 0.046 0.046 0.000 0.00 0.00 790 0.263 0.0075 88 0.0155 158 0.047 0.047 0.000 0.00 0.00 795 0.261 0.0074 87 0.0159 159 0.048 0.048 0.000 0.00 0.00 800 0.260 0.0074 246 0.0161 160 0.049 0.049 0.000 0.00 0.00 805 0.259 0.0074 86 0.0166 161 0.050 0.050 0.000 0.00 0.00 810 0.258 0.0073 85 0.0168 162 0.051 0.051 0.000 0.00 0.00 815 0.257 0.0073 247 0.0173 163 0.052 0.052 0.000 0.00 0.00 820 0.256 0.0073 84 0.0175 164 0.053 0.053 0.000 0.00 0.00 825 0.255 0.0072 83 0.0181 165 0.055 0.055 0.000 0.00 0.00 830 0.254 0.0072 248 0.0184 166 0.055 0.055 0.000 0.00 0.00 835 0.253 0.0072 82 0.0190 167 0.057 0.057 0.000 0.00 0.00 840 0.252 0.0072 81 0.0193 168 0.058 0.058 0.000 0.00 0.00 845 0.251 0.0071 249 0.0208 169 0.063 0.063 0.000 0.00 0.00 850 0.250 0.0071 80 0.0212 170 0.064 0.064 0.000 0.00 0.00 855 0.249 0.0071 79 0.0220 171 0.066 0.066 0.000 0.00 0.00 860 0.248 0.0070 250 0.0225 172 0.068 0.068 0.000 0.00 0.00 865 0.247 0.0070 78 0.0234 173 0.071 0.071 0.000 0.00 0.00 870 0.246 0.0070 77 0.0239 174 0.072 0.072 0.000 0.00 0.00 875 0.245 0.0070 251 0.0251 175 0.076 0.076 0.000 0.00 0.00 880 0.245 0.0069 76 0.0257 176 0.077 0.077 0.000 0.00 0.00 885 0.244 0.0069 75 0.0259 177 0.078 0.078 0.000 0.00 0.00 890 0.243 0.0069 252 0.0268 178 0.081 0.081 0.000 0.00 0.00 895 0.242 0.0069 74 0.0285 179 0.086 0.086 0.000 0.00 0.00 900 0.241 0.0068 73 0.0294 180 0.089 0.089 0.000 0.05 0.05 905 0.240 0.0068 253 0.0316 181 0.095 0.089 0.007 2.00 2.05 910 0.239 0.0068 72 0.0328 182 0.099 0.089 0.010 3.12 5.17 915 0.238 0.0068 71 0.0357 183 0.108 0.089 0.019 5.72 10.89 920 0.237 0.0067 254 0.0374 184 0.113 0.089 0.024 7.26 18.16 925 0.237 0.0067 70 0.0515 185 0.155 0.089 0.067 19.98 38.14 930 0.236 0.0067 69 0.0540 186 0.163 0.089 0.074 22.29 60.43 935 0.235 0.0067 255 0.0609 187 0.184 0.089 0.095 28.53 88.96 940 0.234 0.0066 68 0.0654 188 0.197 0.089 0.109 32.60 121.56 945 0.233 0.0066 67 0.0909 189 0.274 0.089 0.185 55.58 177.14 950 0.232 0.0066 256 0.1004 190 0.303 0.089 0.214 64.20 241.34 955 0.232 0.0066 66 0.1250 191 0.377 0.089 0.288 86.46 327.80 960 0.231 0.0066 65 0.1820 192 0.549 0.089 0.460 138.00 465.80 965 0.230 0.0065 257 0.4180 193 1.260 0.089 1.171 351.41 817.21 970 0.229 0.0065 64 0.1138 194 0.343 0.089 0.254 76.30 893.51 975 0.229 0.0065 63 0.0709 195 0.214 0.089 0.125 37.53 931.05 980 0 .228 0.0065 258 0.0572 196 0.172 0.089 0.084 25.15 956.20 985 0.227 0.0064 62 0.0395 197 0.119 0.089 0.030 9.11 965.31 990 0.226 0.0064 61 0.0342 198 0.103 0.089 0.015 4.35 969.66 995 0.225 0.0064 259 0.0305 199 0.092 0.089 0.003 0.98 970.64 C () 1000 0.225 0.0064 60 0.0276 200 0.083 0.089 -0.005 -1.59 969.05 1005 0.224 0.0064 59 0.0264 201 0.079 0.089 -0.009 -2.74 966.31 1010 0.223 0.0063 260 0.0245 202 0.074 0.089 -0.015 -4.43 961.89 1015 0.223 0.0063 58 0.0229 203 0.069 0.089 -0.019 -5.84 956.04 1020 0.222 0.0063 57 0.0216 204 0.065 0.089 -0.023 -7.05 949.00 1025 0.221 0.0063 261 0.0195 205 0.059 0.089 -0.030 -8.91 940.09 1030 0.220 0.0063 56 0.0187 206 0.056 0.089 -0.032 -9.69 930.40 1035 0.220 0.0062 55 0.0178 207 0.054 0.089 -0.035 -10.47 919.93 1040 0.219 0.0062 262 0.0170 208 0.051 0.089 -0.037 -11.17 908.75 1045 0.218 0.0062 54 0.0163 209 0.049 0.089 -0.039 -11.80 896.95 1050 0.218 0.0062 53 0.0157 210 0.047 0.089 -0.041 -12.37 884.59 1055 0.217 0.0062 263 0.0151 211 0.046 0.089 -0.043 -12.88 871.70 1060 0.216 0.0061 52 0.0146 212 0.044 0.089 -0.045 -13.35 858.35 1065 0.216 0.0061 51 0.0141 213 0.043 0.089 -0.046 -13.78 844.57 1070 0.215 0.0061 264 0.0137 214 0.041 0.089 -0.047 -14.18 830.39 1075 0.214 0.0061 so 0.0133 215 0.040 0.089 -0.048 -14.55 815.84 1080 0.214 0.0061 49 0.0129 216 0.039 0.089 -0.050 -14.89 800.95 1085 0.213 0.0060 265 0.0130 217 0.039 0.089 -0.049 -14.83 786.12 1090 0.212 0.0060 48 0.0127 218 0.038 0.089 -0.050 -15.12 771.00 1095 0.212 0.0060 47 0.0124 219 0.037 0.089 -0.051 -15.40 755.59 1100 0.211 0.0060 266 0.0121 220 0.036 0.089 -0.052 -15.67 739.92 1105 0.210 0.0060 46 0.0118 221 0.036 0.089 -0.053 -15.92 724.00 1110 0.210 0.0060 45 0.0115 222 0.035 0.089 -0.054 -16.15 707.85 1115 0.209 0.0059 267 0.0113 223 0.034 0.089 -0.055 -16.38 691.47 1120 0.209 0.0059 44 0.0110 224 0.033 0.089 -0.055 -16.59 674.89 1125 0.208 0.0059 43 0.0108 225 0.033 0.089 -0.056 -16.79 658.10 1130 0.207 0.0059 268 0.0106 226 0.032 0.089 -0.057 -16.98 641.12 1135 0.207 0.0059 42 0.0104 227 0.031 0.089 -0.057 -17.16 623.96 1140 0.206 0.0058 41 0.0102 228 0.031 0.089 -0.058 -17.33 606.63 1145 0.206 0.0058 269 0.0100 229 0.030 0.089 -0.058 -17.49 589.14 1150 0.205 0.0058 40 0.0099 230 0.030 0.089 -0.059 -17.65 571.49 1155 0.204 0.0058 39 0.0097 231 0.029 0.089 -0.059 -17.80 553.69 1160 0.204 0.0058 270 0.0095 232 0.029 0.089 -0.060 -17.95 535.74 1165 0.203 0.0058 38 0.0094 233 0.028 0.089 -0.060 -18.08 517.66 1170 0.203 0.0057 37 0.0092 234 0.028 0.089 -0.061 -18.22 499.44 1175 0.202 0.0057 271 0.0091 235 0.027 0.089 -0.061 -18.34 481.10 1180 0.201 0.0057 36 0.0090 236 0.027 0.089 -0.062 -18.47 462.63 1185 0.201 0.0057 35 0.0088 237 0.027 0.089 -0.062 -18.58 444.05 1190 0.200 0.0057 272 0.0087 238 0.026 0.089 -0.062 -18.70 425.35 1195 0.200 0.0057 34 0.0086 239 0.026 0.089 -0.063 -18.81 406.54 1200 0.199 0.0057 33 0.0085 240 0.026 0.089 -0.063 -18.91 387.63 1205 0.199 0.0056 273 0.0079 241 0.024 0.089 -0.065 -19.47 368.16 1210 0.198 0.0056 32 0.0078 242 0.023 0.089 -0.065 -19.54 348.63 1215 0.198 0.0056 31 0.0077 243 0.023 0.089 -0.065 -19.63 329.00 1220 0.197 0.0056 274 0.0076 244 0.023 0.089 -0.066 -19.72 309.28 1225 0.197 0.0056 30 0.0075 245 0.023 0.089 -0.066 -19.81 289.47 1230 0.196 0.0056 29 0.0074 246 0.022 0.089 -0.066 -19.89 269.58 1235 0.196 0.0055 275 0.0073 247 0.022 0.089 -0.067 -19.97 249.61 1240 0.195 0.0055 28 0.0072 248 0.022 0.089 -0.067 -20.05 229.56 1245 0.194 0.0055 27 0.0071 249 0.021 0.089 -0.067 -20.13 209.43 1250 0.194 0.0055 276 0.0070 250 0.021 0.089 -0.067 -20.20 189.23 0 1255 0.193 0.0055 26 0.0070 251 0.021 0.089 -0.068 -20.28 168.95 1260 0.193 0.0055 25 0.0069 252 0.021 0.089 -0.068 -20.35 148.61 1265 0.192 0.0055 277 0.0068 253 0.021 0.089 -0.068 -20.41 128.19 1270 0.192 0.0054 24 0.0067 254 0.020 0.089 -0.068 -20.48 107.71 1275 0.191 0.0054 23 0.0067 255 0.020 0.089 -0.068 -20.55 87.17 1280 0.191 0.0054 278 0.0066 256 0.020 0.089 -0.069 -20.61 66.56 1285 0.190 0.0054 22 0.0065 257 0.020 0.089 -0.069 -20.67 45.89 1290 0.190 0.0054 21 0.0065 258 0.019 0.089 -0.069 -20.73 25.16 1295 0.189 0.0054 279 0.0064 259 0.019 0.089 -0.069 -20.79 4.37 1300 0.189 0.0054 20 0.0063 260 0.019 0.034 -0.015 -4.36 0.00 1305 0.189 0.0053 19 0.0063 261 0.019 0.019 0.000 0.00 0.00 1310 0.188 0.0053 280 0.0062 262 0.019 0.019 0.000 0.00 0.00 1315 0.188 0.0053 18 0.0062 263 0.019 0.019 0.000 0.00 0.00 1320 0.187 0.0053 17 0.0061 264 0.018 0.018 0.000 0.00 0.00 1325 0.187 0.0053 281 0.0060 265 0.018 0.018 0.000 0.00 0.00 1330 0.186 0.0053 16 0.0060 266 0.018 0.018 0.000 0.00 0.00 1335 0.186 0.0053 15 0.0059 267 0.018 0.018 0.000 0.00 0.00 1340 0.185 0.0053 282 0.0059 268 0.018 0.018 0.000 0.00 0.00 1345 0.185 0.0052 14 0.0058 269 0.018 0.018 0.000 0.00 0.00 1350 0.184 0.0052 13 0.0058 270 0.017 0.017 0.000 0.00 0.00 1355 0.184 0.0052 283 0.0057 271 0.017 0.017 0.000 0.00 0.00 1360 0.183 0.0052 12 0.0057 272 0.017 0.017 0.000 0.00 0.00 1365 0.183 0.0052 11 0.0056 273 0.017 0.017 0.000 0.00 0.00 1370 0.183 0.0052 284 0.0056 274 0.017 0.017 0.000 0.00 0.00 1375 0.182 0.0052 10 0.0055 275 0.017 0.017 0.000 0.00 0.00 1380 0.182 0.0052 9 0.0055 276 0.017 0.017 0.000 0.00 0.00 1385 0.181 0.0051 285 0.0055 277 0.016 0.016 0.000 0.00 0.00 1390 0.181 0.0051 8 0.0054 278 0.016 0.016 0.000 0.00 0.00 1395 0.180 0.0051 7 0.0054 279 0.016 0.016 0.000 0.00 0.00 1400 0.180 0.0051 286 0.0053 280 0.016 0.016 0.000 0.00 0.00 1405 0.180 0.0051 6 0.0053 281 0.016 0.016 0.000 0.00 0.00 1410 0.179 0.0051 5 0.0053 282 0.016 0.016 0.000 0.00 0.00 1415 0.179 0.0051 287 0.0052 283 0.016 0.016 0.000 0.00 0.00 1420 0.178 0.0051 4 0.0052 284 0.016 0.016 0.000 0.00 0.00 1425 0.178 0.0050 3 0.0051 285 0.015 0.015 0.000 0.00 0.00 1430 0.177 0.0050 288 0.0051 286 0.015 0.015 0.000 0.00 0.00 1435 0.177 0.0050 2 0.0051 287 0.015 0.015 0.000 0.00 0.00 1440 0.177 0.0051 1 0.0050 288 0.015 0.015 0.000 0.00 0.00 NOTES: Yellow values: NOAA precipitation (in) divided by duration (hrs) ~P: preci pitation falling between durations ti-1 and ti (inches). mp+ P total = 4.24 inches Green value: infiltration reaches maximum value, and inflow is larger than infiltration. Ponding start s. Red value: Infiltration becomes larger than inflow and level of pond starts to reduce ~V-Pond: Change in Pond volume at every time interval. Vpond: Volume of water in the ponding system at a given time. Blue value: Maximum pond volume. It must be smaller than total volume. Orange value: Time at which the pond dries (for this pond it ha ppens before the end of the 24hr storm) PONDING CALCULATIONS 0.33 ACRES. Information Infiltration System: (Cl+ C2) Area: Bx L 10 ft 85 ft f: 8.2 in/hr (report) SF: 3 fdesign: 2.733 in/hr Qinf: 0.0538 cfs (Qinf = fdesign·B·L/(12·3600) Volume: depth gravel: porosity: volume: TOTAL: Volume above pavers Elev A 1 ft 0.4 340 cu-ft 340 cu-ft Vol 0 848 0 93.28 56.77 57.1 57.5 3125 840.06 TOTAL: 1180.1 cu-ft (voids in pavers plus surface volume) Note: Pondind in landscaped Patios not counted. Elevation Interpolation 57.1 433.3 57.5 1180.1 (model result) (interpolated depth) RUNOFF Area: C: PG: P24: Vol 0.33 acres 0.706 2.61 in 4.24 in 2208 cu-ft (6 hr) 3588 cu-ft (24 hr) (Vol = 3630 · Pi · C · A) Name Perv (ft2) lmperv (ft2) Al 296 575 A2 575 1167 A3 0 1307 Bl 610 261 B2 1951 1098 Dl+D2 850 5684 TOTAL 4283 10092 C: 0.706 (C = (0.25·4283+0.9·10092)/(4283+10092)) PONDING CALCULATIONS 0.33 ACRES (Al, A2, A3, Bl, 82, Dl, D2) NOAA Interpolation Sorting of Precipitation and Routing t (min) I (in/hr) dP Position (inch) dP Position Q (cfs) Inf (cfs) Qpond dVpond Vpond (ft3) (inch) (cfs) (ft3) 5 5.016 0.4180 193 0.0051 1 0.014 0.014 0.000 0.00 0.00 10 3.600 0.1820 192 0.0050 2 0.014 0 .014 0.000 0.00 0.00 15 2.900 0.1250 191 0.0050 3 0.014 0.014 0.000 0.00 0.00 20 2.516 0.1138 194 0.0051 4 0.014 0.014 0.000 0.00 0.00 25 2.254 0.1004 190 0.0051 5 0.014 0.014 0.000 0.00 0.00 30 2.060 0.0909 189 0.0051 6 0.014 0.014 0.000 0.00 0.00 35 1.887 0.0709 195 0.0051 7 0.014 0.014 0.000 0.00 0.00 40 1.749 0.0654 188 0.0051 8 0.014 0.014 0.000 0.00 0.00 45 1.636 0.0609 187 0.0052 9 0.015 0.015 0.000 0.00 0.00 so 1.541 0.0572 196 0.0052 10 0.015 0.015 0.000 0.00 0.00 55 1.460 0.0540 186 0.0052 11 0.015 0.015 0.000 0.00 0.00 60 1.390 0.0515 185 0.0052 12 0.015 0.015 0.000 0.00 0.00 65 1.320 0.0395 197 0.0052 13 0.015 0.015 0.000 0.00 0.00 70 1.257 0.0374 184 0.0052 14 0.015 0.015 0.000 0.00 0.00 75 1.202 0.0357 183 0.0053 15 0.015 0.015 0.000 0.00 0.00 80 1.153 0.0342 198 0.0053 16 0.015 0.015 0.000 0.00 0.00 85 1.108 0.0328 182 0.0053 17 0.015 0.015 0.000 0.00 0.00 90 1.067 0.0316 181 0.0053 18 0.015 0.015 0.000 0.00 0.00 95 1.031 0.0305 199 0.0053 19 0.015 0.015 0.000 0.00 0.00 100 0.997 0.0294 180 0.0054 20 0.015 0.015 0.000 0.00 0.00 105 0.966 0.0285 179 0.0054 21 0.015 0.015 0.000 0.00 0.00 110 0.937 0.0276 200 0.0054 22 0.015 0.015 0.000 0.00 0.00 115 0.910 0.0268 178 0.0054 23 0.015 0.015 0.000 0.00 0.00 120 0.885 0.0259 177 0.0054 24 0.015 0.015 0.000 0.00 0.00 125 0.862 0.0264 201 0.0055 25 0.015 0.015 0.000 0.00 0.00 130 0.841 0.0257 176 0.0055 26 0.015 0.015 0.000 0.00 0.00 135 0.821 0.0251 175 0.0055 27 0.016 0.016 0.000 0.00 0.00 140 0.802 0.0245 202 0.0055 28 0.016 0.016 0.000 0.00 0.00 145 0.784 0.0239 174 0.0056 29 0.016 0.016 0.000 0.00 0.00 150 0.768 0.0234 173 0.0056 30 0.016 0.016 0.000 0.00 0.00 155 0.752 0.0229 203 0.0056 31 0.016 0.016 0.000 0.00 0.00 160 0.737 0.0225 172 0.0056 32 0.016 0.016 0.000 0.00 0.00 165 0.722 0.0220 171 0.0057 33 0.016 0.016 0.000 0.00 0.00 170 0.709 0.0216 204 0.0057 34 0.016 0.016 0.000 0.00 0.00 175 0.696 0.0212 170 0.0057 35 0.016 0.016 0.000 0.00 0.00 180 0.683 0.0208 169 0.0057 36 0.016 0.016 0.000 0.00 0.00 185 0.671 0.0195 205 0.0057 37 0.016 0.016 0.000 0.00 0.00 190 0.660 0.0193 168 0.0058 38 0.016 0.016 0.000 0.00 0.00 195 0.649 0.0190 167 0.0058 39 0.016 0.016 0.000 0.00 0.00 200 0.638 0.0187 206 0.0058 40 0.016 0.016 0.000 0.00 0.00 205 0.628 0.0184 166 0.0058 41 0.016 0.016 0.000 0.00 0.00 210 0.618 0.0181 165 0.0059 42 0.017 0.017 0.000 0.00 0.00 215 0.609 0.0178 207 0.0059 43 0.017 0.017 0.000 0.00 0.00 220 0.600 0.0175 164 0.0059 44 0.017 0.017 0.000 0.00 0.00 225 0.591 0.0173 163 0.0060 45 0.017 0.017 0.000 0.00 0.00 230 0.582 0.0170 208 0.0060 46 0.017 0.017 0.000 0.00 0.00 235 0.574 0.0168 162 0.0060 47 0.017 0.017 0.000 0.00 0.00 240 0.566 0.0166 161 0.0060 48 0.017 0.017 0.000 0.00 0.00 245 0.559 0.0163 209 0.0061 49 0.017 0.017 0.000 0.00 0.00 250 0.552 0.0161 160 0.0061 so 0.017 0.017 0.000 0.00 0.00 255 0.545 0.0159 159 0.0061 51 0.017 0.017 0.000 0.00 0.00 260 0.538 0.0157 210 0.0061 52 0.017 0.017 0.000 0.00 0.00 265 0.531 0.0155 158 0.0062 53 0.017 0.017 0.000 0.00 0.00 270 0.525 0.0153 157 0.0062 54 0.017 0.017 0.000 0.00 0.00 275 0.518 0.0151 211 0.0062 55 0.018 0.018 0.000 0.00 0.00 280 0.512 0.0150 156 0.0063 56 0.018 0.018 0.000 0.00 0.00 285 0.506 0.0148 155 0.0063 57 0.018 0.018 0.000 0.00 0.00 290 0.501 0.0146 212 0.0063 58 0.018 0.018 0.000 0.00 0.00 295 0.495 0.0145 154 0.0064 59 0.018 0.018 0.000 0.00 0.00 300 0.490 0.0143 153 0.0064 60 0.018 0.018 0.000 0.00 0.00 305 0.485 0.0141 213 0.0064 61 0.018 0.018 0.000 0.00 0.00 310 0.479 0.0140 152 0.0064 62 0.018 0.018 0.000 0.00 0.00 315 0.475 0.0138 151 0.0065 63 0.018 0.018 0.000 0.00 0.00 320 0.470 0.0137 214 0.0065 64 0.018 0.018 0.000 0.00 0.00 325 0.465 0.0136 150 0.0066 65 0.018 0.018 0.000 0.00 0.00 330 0.460 0.0134 149 0.0066 66 0.019 0.019 0.000 0.00 0.00 335 0.456 0.0133 215 0.0066 67 0.019 0.019 0.000 0.00 0.00 340 0.451 0.0132 148 0.0066 68 0.019 0.019 0.000 0.00 0.00 345 0.447 0.0130 147 0.0067 69 0.019 0.019 0.000 0.00 0.00 350 0.443 0.0129 216 0.0067 70 0.019 0.019 0.000 0.00 0.00 355 0.439 0.0128 146 0.0068 71 0.019 0.019 0.000 0.00 0.00 360 0.435 0.0129 145 0.0068 72 0.019 0.019 0.000 0.00 0.00 365 0.431 0.0130 217 0.0068 73 0.019 0.019 0.000 0.00 0.00 370 0.427 0.0129 144 0.0069 74 0.019 0.019 0.000 0.00 0.00 375 0.424 0.0128 143 0.0069 75 0.019 0.019 0.000 0.00 0.00 380 0.420 0.0127 218 0.0069 76 0.020 0.020 0.000 0.00 0.00 385 0.417 0.0126 142 0.0070 77 0.020 0.020 0.000 0.00 0.00 390 0.413 0.0125 141 0.0070 78 0.020 0.020 0.000 0.00 0.00 395 0.410 0.0124 219 0.0071 79 0.020 0.020 0.000 0.00 0.00 400 0.407 0.0123 140 0.0071 80 0.020 0.020 0.000 0.00 0.00 405 0.403 0.0122 139 0.0072 81 0.020 0.020 0.000 0.00 0.00 410 0.400 0.0121 220 0.0072 82 0.020 0.020 0.000 0.00 0.00 415 0.397 0.0120 138 0.0072 83 0.020 0.020 0.000 0.00 0.00 420 0.394 0.0119 137 0.0073 84 0.021 0.021 0.000 0.00 0.00 425 0.391 0.0118 221 0.0073 85 0.021 0.021 0.000 0.00 0.00 430 0.388 0.0117 136 0.0074 86 0.021 0.021 0.000 0.00 0.00 435 0.385 0.0116 135 0.0074 87 0.021 0.021 0.000 0.00 0.00 440 0.383 0.0115 222 0.0075 88 0.021 0.021 0.000 0.00 0.00 445 0.380 0.0114 134 0.0075 89 0.021 0.021 0.000 0.00 0.00 450 0.377 0.0114 133 0.0075 90 0.021 0.021 0.000 0.00 0.00 455 0.374 0.0113 223 0.0076 91 0.021 0.021 0.000 0.00 0.00 460 0.372 0.0112 132 0.0076 92 0.022 0.022 0.000 0.00 0.00 465 0.369 0.0111 131 0.0077 93 0.022 0.022 0.000 0.00 0.00 470 0.367 0.0110 224 0.0077 94 0.022 0.022 0.000 0.00 0.00 475 0.364 0.0110 130 0.0078 95 0.022 0.022 0.000 0.00 0.00 480 0.362 0.0109 129 0.0079 96 0.022 0.022 0.000 0.00 0.00 485 0.359 0.0108 225 0.0084 97 0.024 0.024 0.000 0.00 0.00 490 0.357 0.0108 128 0.0084 98 0.024 0.024 0.000 0.00 0.00 495 0.355 0.0107 127 0.0085 99 0.024 0.024 0.000 0.00 0.00 500 0.353 0.0106 226 0.0085 100 0.024 0.024 0.000 0.00 0.00 505 0.350 0.0105 126 0.0086 101 0.024 0.024 0.000 0.00 0.00 510 0.348 0.0105 125 0.0087 102 0.024 0.024 0.000 0.00 0.00 515 0.346 0.0104 227 0.0088 103 0.025 0.025 0.000 0.00 0.00 520 0.344 0.0103 124 0.0088 104 0.025 0.025 0.000 0.00 0.00 525 0.342 0.0103 123 0 .0089 105 0.025 0.025 0.000 0.00 0.00 530 0.340 0.0102 228 0.0089 106 0.025 0.025 0.000 0.00 0.00 535 0.338 0.0102 122 0.0090 107 0.025 0.025 0.000 0.00 0.00 540 0.336 0.0101 121 0.0091 108 0.026 0.026 0.000 0.00 0.00 545 0.334 0.0100 229 0.0091 109 0.026 0.026 0.000 0.00 0.00 550 0.332 0.0100 120 0.0092 110 0.026 0.026 0.000 0.00 0.00 555 0.330 0.0099 119 0.0093 111 0.026 0.026 0.000 0.00 0.00 560 0.328 0.0099 230 0.0093 112 0.026 0.026 0.000 0.00 0.00 565 0.326 0.0098 118 0.0094 113 0.027 0.027 0.000 0.00 0.00 570 0.324 0.0098 117 0.0095 114 0.027 0.027 0.000 0.00 0.00 575 0.322 0.0097 231 0.0096 115 0.027 0.027 0.000 0.00 0.00 580 0.321 0.0096 116 0.0096 116 0.027 0.027 0.000 0.00 0.00 585 0.319 0.0096 115 0.0098 117 0.028 0.028 0.000 0.00 0.00 590 0.317 0.0095 232 0.0098 118 0.028 0.028 0.000 0.00 0.00 595 0.315 0.0095 114 0.0099 119 0.028 0.028 0.000 0.00 0.00 600 0.314 0.0094 113 0.0100 120 0.028 0.028 0.000 0.00 0.00 605 0.312 0.0094 233 0.0101 121 0.028 0.028 0.000 0.00 0.00 610 0.310 0.0093 112 0.0102 122 0.029 0.029 0.000 0.00 0.00 615 0.309 0.0093 111 0.0103 123 0.029 0.029 0.000 0.00 0.00 620 0.307 0.0092 234 0.0103 124 0.029 0.029 0.000 0.00 0.00 625 0.306 0.0092 110 0.0105 125 0.030 0.030 0.000 0.00 0.00 630 0.304 0.0091 109 0.0105 126 0.030 0.030 0.000 0.00 0.00 635 0.303 0.0091 235 0.0107 127 0.030 0.030 0.000 0.00 0.00 640 0.301 0.0091 108 0.0108 128 0.030 0.030 0.000 0.00 0.00 645 0.300 0.0090 107 0.0109 129 0.031 0.031 0.000 0.00 0.00 650 0.298 0.0090 236 0.0110 130 0.031 0.031 0.000 0.00 0.00 655 0.297 0.0089 106 0.0111 131 0.031 0.031 0.000 0.00 0.00 660 0.295 0.0089 105 0.0112 132 0.032 0.032 0.000 0.00 0.00 665 0.294 0.0088 237 0.0114 133 0.032 0.032 0.000 0.00 0.00 670 0.292 0.0088 104 0.0114 134 0.032 0.032 0.000 0.00 0.00 675 0.291 0.0088 103 0.0116 135 0.033 0.033 0.000 0.00 0.00 680 0.290 0.0087 238 0.0117 136 0.033 0.033 0.000 0.00 0.00 • • 685 0.288 0.0087 102 0.0119 137 0.033 0.033 0.000 0.00 0.00 690 0.287 0 .0086 101 0.0120 138 0.034 0.034 0.000 0.00 0.00 695 0.286 0.0086 239 0.0122 139 0.034 0.034 0.000 0.00 0.00 700 0.284 0.0085 100 0.0123 140 0.035 0.035 0.000 0.00 0.00 705 0.283 0.0085 99 0.0125 141 0.035 0.035 0.000 0.00 0.00 710 0.282 0.0085 240 0.0126 142 0.035 0.035 0.000 0.00 0.00 715 0.280 0.0084 98 0.0128 143 0.036 0.036 0.000 0.00 0.00 720 0.279 0.0084 97 0.0129 144 0.036 0.036 0.000 0.00 0.00 725 0.278 0.0079 241 0.0129 145 0 .036 0.036 0.000 0.00 0.00 730 0.277 0.0079 96 0.0128 146 0.036 0.036 0.000 0.00 0.00 735 0.275 0.0078 95 0.0130 147 0.037 0.037 0.000 0.00 0.00 740 0.274 0.0078 242 0.0132 148 0.037 0.037 0.000 0.00 0.00 745 0.273 0.0077 94 0.0134 149 0.038 0.038 0.000 0.00 0.00 750 0.272 0.0077 93 0.0136 150 0.038 0.038 0.000 0.00 0.00 755 0.271 0.0077 243 0.0138 151 0.039 0.039 0.000 0.00 0.00 760 0.269 0.0076 92 0.0140 152 0.039 0.039 0.000 0.00 0.00 765 0.268 0.0076 91 0.0143 153 0.040 0.040 0.000 0.00 0.00 770 0.267 0.0076 244 0.0145 154 0.041 0.041 0.000 0.00 0.00 775 0.266 0.0075 90 0.0148 155 0.042 0.042 0.000 0.00 0.00 780 0.265 0.0075 89 0.0150 156 0.042 0.042 0.000 0.00 0.00 785 0.264 0.0075 245 0.0153 157 0.043 0.043 0.000 0.00 0.00 790 0.263 0.0075 88 0.0155 158 0.044 0.044 0.000 0.00 0.00 795 0.261 0.0074 87 0.0159 159 0.045 0.045 0.000 0.00 0.00 800 0.260 0.0074 246 0.0161 160 0.045 0.045 0.000 0.00 0.00 805 0.259 0.0074 86 0.0166 161 0.047 0.047 0.000 0.00 0.00 810 0.258 0.0073 85 0.0168 162 0.047 0.047 0.000 0.00 0.00 815 0.257 0.0073 247 0.0173 163 0.049 0.049 0.000 0.00 0.00 820 0 .256 0.0073 84 0.0175 164 0.049 0.049 0.000 0.00 0.00 825 0.255 0.0072 83 0.0181 165 0.051 0.051 0.000 0.00 0.00 830 0.254 0.0072 248 0.0184 166 0.052 0.052 0.000 0.00 0.00 835 0.253 0.0072 82 0.0190 167 0.054 0.054 0.000 0.00 0.00 840 0.252 0.0072 81 0.0193 168 0.054 0.054 0.001 0.21 0.21 845 0.251 0.0071 249 0.0208 169 0.059 0.054 0.005 1.48 1.70 850 0.250 0.0071 80 0.0212 170 0.060 0.054 0.006 1.80 3.49 855 0.249 0.0071 79 0.0220 171 0.062 0.054 0.008 2.49 5.99 860 0.248 0.0070 250 0.0225 172 0.063 0.054 0.010 2.87 8.86 865 0.247 0.0070 78 0.0234 173 0.066 0.054 0.012 3.68 12.54 870 0.246 0.0070 77 0.0239 174 0.068 0.054 0.014 4.12 16.66 875 0.245 0.0070 251 0.0251 175 0.071 0.054 0.017 5.08 21.75 880 0.245 0.0069 76 0.0257 176 0.072 0.054 0.019 5.61 27.36 885 0.244 0.0069 75 0.0259 177 0.073 0.054 0.019 5.77 33.13 890 0.243 0.0069 252 0.0268 178 0.076 0.054 0.022 6.56 39.70 895 0.242 0.0069 74 0.0285 179 0.080 0.054 0.027 7.98 47.68 900 0.241 0.0068 73 0.0294 180 0.083 0.054 0.029 8.78 56.46 905 0.240 0.0068 253 0.0316 181 0.089 0.054 0.035 10.60 67.06 910 0.239 0.0068 72 0.0328 182 0.093 0.054 0.039 11.65 78.71 915 0.238 0.0068 71 0.0357 183 0.101 0.054 0.047 14.09 92.80 • • 920 0.237 0.0067 254 0.0374 184 0.106 0.054 0.052 15.53 108.33 925 0.237 0.0067 70 0.0515 185 0.145 0.054 0.091 27.43 135.75 930 0.236 0.0067 69 0.0540 186 0.152 0.054 0.099 29.59 165.35 935 0.235 0.0067 255 0.0609 187 0.172 0.054 0.118 35.43 200.78 940 0.234 0.0066 68 0.0654 188 0.185 0.054 0.131 39.23 240.01 945 0.233 0.0066 67 0.0909 189 0.256 0.054 0.202 60.74 300.75 950 0.232 0.0066 256 0.1004 190 0.283 0.054 0.229 68.81 369.55 955 0.232 0.0066 66 0.1250 191 0.353 0.054 0.299 89.63 459.19 960 0.231 0.0066 65 0.1820 192 0.513 0.054 0.460 137.86 597.05 965 0.230 0.0065 257 0.4180 193 1.179 0.054 1.125 337.55 934.60 970 0.229 0.0065 64 0.1138 194 0.321 0.054 0.267 80.13 1014.73 975 0.229 0.0065 63 0.0709 195 0.200 0.054 0.146 43.85 1058.58 980 0.228 0.0065 258 0.0572 196 0.161 0.054 0.108 32.27 1090.85 985 0.227 0.0064 62 0.0395 197 0.111 0.054 0.058 17.25 1108.10 990 0.226 0.0064 61 0.0342 198 0.096 0.054 0.043 12.80 1120.91 995 0.225 0.0064 259 0.0305 199 0.086 0.054 0.032 9.65 1130.56 1000 0.225 0.0064 60 0.0276 200 0.078 0.054 0.024 7.25 1137.81 1005 0.224 0.0064 59 0.0264 201 0.074 0.054 0.021 6.17 1143.97 1010 0.223 0.0063 260 0.0245 202 0.069 0.054 0.015 4.59 1148.56 1015 0.223 0.0063 58 0.0229 203 0.065 0.054 0.011 3.26 1151.83 1020 0.222 0.0063 57 0.0216 204 0.061 0.054 0.007 2.14 1153.96 1025 0.221 0.0063 261 0.0195 205 0.055 0.054 0.001 0.40 1154.36 1030 0.220 0.0063 56 0.0187 206 0.053 0.054 -0.001 -0.33 1154.03 1035 0.220 0.0062 55 0.0178 207 0.050 0.054 -0.004 -1.07 1152.96 1040 0.219 0.0062 262 0.0170 208 0.048 0.054 -0.006 -1.72 1151.23 1045 0.218 0.0062 54 0.0163 209 0.046 0.054 -0.008 -2.31 1148.92 1050 0.218 0.0062 53 0.0157 210 0.044 0.054 -0.009 -2.84 1146.08 1055 0.217 0.0062 263 0.0151 211 0.043 0.054 -0.011 -3.32 1142.76 1060 0.216 0.0061 52 0.0146 212 0.041 0.054 -0.013 -3.76 1139.00 1065 0.216 0.0061 51 0.0141 213 0.040 0.054 -0.014 -4.17 1134.83 1070 0.215 0.0061 264 0.0137 214 0.039 0.054 -0.015 -4.54 1130.29 1075 0.214 0.0061 so 0.0133 215 0.038 0.054 -0.016 -4.88 1125.41 1080 0.214 0.0061 49 0.0129 216 0.036 0.054 -0.017 -5.20 1120.21 1085 0.213 0.0060 265 0.0130 217 0.037 0.054 -0.017 -5.15 1115.07 1090 0.212 0.0060 48 0.0127 218 0.036 0.054 -0.018 -5.42 1109.65 1095 0.212 0.0060 47 0.0124 219 0.035 0.054 -0.019 -5.68 1103.97 1100 0.211 0.0060 266 0.0121 220 0.034 0.054 -0.020 -5 .93 1098.03 1105 0.210 0.0060 46 0.0118 221 0.033 0.054 -0.021 -6.16 1091.87 1110 0.210 0.0060 45 0.0115 222 0.032 0.054 -0.021 -6.38 1085.49 1115 0.209 0.0059 267 0.0113 223 0.032 0.054 -0.022 -6.59 1078.89 1120 0.209 0.0059 44 0.0110 224 0.031 0.054 -0.023 -6.79 1072.10 1125 0.208 0.0059 43 0.0108 225 0.031 0.054 -0.023 -6.98 1065.13 1130 0.207 0.0059 268 0.0106 226 0.030 0.054 -0.024 -7.15 1057.97 1135 0.207 0.0059 42 0.0104 227 0.029 0.054 -0.024 -7.32 1050.65 1140 0.206 0.0058 41 0.0102 228 0.029 0.054 -0.025 -7.48 1043.17 1145 0.206 0.0058 269 0.0100 229 0.028 0.054 -0.025 -7.64 1035.53 1150 0.205 0.0058 40 0.0099 230 0.028 0.054 -0.026 -7.79 1027.74 .. 1155 0.204 0.0058 39 0.0097 231 0.027 0.054 -0.026 -7.93 1019.82 1160 0.204 0.0058 270 0.0095 232 0.027 0.054 -0.027 -8.06 1011.76 1165 0.203 0.0058 38 0.0094 233 0.026 0.054 -0.027 -8.19 1003.57 1170 0.203 0.0057 37 0.0092 234 0.026 0.054 -0.028 -8.31 995.25 1175 0.202 0.0057 271 0.0091 235 0 .026 0.054 -0.028 -8.43 986.82 1180 0.201 0.0057 36 0.0090 236 0.025 0.054 -0.028 -8.55 978.27 1185 0.201 0.0057 35 0.0088 237 0.025 0.054 -0.029 -8.66 969.61 1190 0.200 0.0057 272 0.0087 238 0.025 0.054 -0.029 -8.76 960.85 1195 0.200 0.0057 34 0.0086 239 0.024 0.054 -0.030 -8.87 951.98 1200 0.199 0.0057 33 0.0085 240 0.024 0.054 -0.030 -8.97 943.02 1205 0.199 0.0056 273 0.0079 241 0.022 0.054 -0.032 -9.48 933.54 1210 0.198 0.0056 32 0.0078 242 0.022 0.054 -0.032 -9.55 923.99 1215 0.198 0.0056 31 0.0077 243 0.022 0.054 -0.032 -9.64 914.35 1220 0.197 0.0056 274 0.0076 244 0.021 0.054 -0.032 -9.72 904.63 1225 0.197 0.0056 30 0.0075 245 0.021 0.054 -0.033 -9.80 894.83 1230 0.196 0.0056 29 0.0074 246 0.021 0.054 -0.033 -9.88 884.95 1235 0.196 0.0055 275 0.0073 247 0.021 0.054 -0.033 -9.96 874.99 1240 0.195 0.0055 28 0.0072 248 0.020 0.054 -0.033 -10.03 864.96 1245 0.194 0.0055 27 0.0071 249 0.020 0.054 -0.034 -10.10 854.86 1250 0.194 0.0055 276 0.0070 250 0.020 0.054 -0.034 -10.17 844.69 1255 0.193 0.0055 26 0.0070 251 0.020 0.054 -0.034 -10.24 834.45 1260 0.193 0.0055 25 0.0069 252 0.019 0.054 -0.034 -10.31 824.14 1265 0.192 0.0055 277 0.0068 253 0.019 0.054 -0.035 -10.37 813.77 1270 0.192 0.0054 24 0.0067 254 0.019 0.054 -0.035 -10.43 803.34 1275 0.191 0.0054 23 0.0067 255 0.019 0.054 -0.035 -10.49 792.84 1280 0.191 0.0054 278 0.0066 256 0.019 0.054 -0.035 -10.55 782.29 1285 0 .190 0.0054 22 0.0065 257 0.018 0.054 -0.035 -10.61 771.68 1290 0.190 0.0054 21 0.0065 258 0.018 0.054 -0.036 -10.67 761.01 1295 0.189 0.0054 279 0.0064 259 0.018 0.054 -0.036 -10.72 750.29 1300 0.189 0.0054 20 0.0063 260 0.018 0.054 -0.036 -10.77 739.52 1305 0.189 0.0053 19 0.0063 261 0.018 0.054 -0.036 -10.83 728.69 1310 0.188 0.0053 280 0.0062 262 0.018 0.054 -0.036 -10.88 717.82 1315 0.188 0.0053 18 0.0062 263 0.017 0.054 -0.036 -10.93 706.89 1320 0.187 0.0053 17 0.0061 264 0.017 0.054 -0.037 -10.98 695.91 1325 0.187 0.0053 281 0.0060 265 0.017 0.054 -0.037 -11.02 684.89 1330 0.186 0.0053 16 0.0060 266 0.017 0.054 -0.037 -11.07 673.82 1335 0.186 0.0053 15 0.0059 267 0.017 0.054 -0.037 -11.11 662.71 1340 0.185 0.0053 282 0.0059 268 0.017 0.054 -0.037 -11.16 651.55 1345 0.185 0.0052 14 0.0058 269 0.016 0.054 -0.037 -11.20 640.35 1350 0.184 0.0052 13 0.0058 270 0.016 0.054 -0.037 -11.24 629.11 1355 0.184 0.0052 283 0.0057 271 0.016 0.054 -0.038 -11.28 617.82 1360 0.183 0.0052 12 0.0057 272 0.016 0.054 -0.038 -11.33 606.49 1365 0.183 0.0052 11 0.0056 273 0.016 0.054 -0.038 -11.37 595.13 1370 0.183 0.0052 284 0.0056 274 0.016 0.054 -0.038 -11.40 583.73 1375 0.182 0.0052 10 0.0055 275 0.016 0.054 -0.038 -11.44 572.28 1380 0.182 0.0052 9 0.0055 276 0.016 0.054 -0.038 -11.48 560.80 1385 0.181 0 .0051 285 0.0055 277 0.015 0.054 -0.038 -11.52 549.29 • 1390 0.181 0.0051 8 0.0054 278 0.015 0.054 -0.039 -11.55 537.74 1395 0.180 0.0051 7 0.0054 279 0.015 0.054 -0.039 -11.59 526.15 1400 0.180 0.0051 286 0.0053 280 0.015 0.054 -0.039 -11.62 514.53 1405 0.180 0.0051 6 0 .0053 281 0.015 0.054 -0.039 -11.66 502.87 1410 0.179 0.0051 5 0.0053 282 0.015 0.054 -0.039 -11.69 491.18 1415 0.179 0.0051 287 0.0052 283 0.015 0.054 -0.039 -11.72 479.46 1420 0.178 0.0051 4 0.0052 284 0.015 0.054 -0.039 -11.75 467.71 1425 0.178 0.0050 3 0.0051 285 0.014 0.054 -0.039 -11.78 455.92 1430 0.177 0.0050 288 0.0051 286 0.014 0.054 -0.039 -11.82 444.11 1435 0.177 0.0050 2 0.0051 287 0.014 0.054 -0.039 -11.85 432.26 1440 0.177 0.0051 1 0.0050 288 0.014 0.054 -0.040 -11.88 420.39 NOTES: Yellow values: NOAA precipitation (in) divided by duration (hrs) t.P: precipitation falling between durations ti-1 and ti (inches). LfiP + P total= 4.24 inches Green value: infiltration reaches maximum value, and inflow is larger than infiltration. Ponding starts. Red value: Infiltration becomes larger than inflow and level of pond starts to reduce t.V-Pond: Change in Pond volume at every time interval. Vpond: Volume of water in the ponding system at a given time. Blue value: Maximum pond volume. It must be smaller than total volume.