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2003-10-14_REVISION - M1992069 (3)
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2003-10-14_REVISION - M1992069 (3)
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Entry Properties
Last modified
6/16/2021 6:23:49 PM
Creation date
11/21/2007 3:18:13 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1992069
IBM Index Class Name
Revision
Doc Date
10/14/2003
Doc Name
Design Report
From
Applegate
To
DMG
Type & Sequence
TR5
Media Type
D
Archive
No
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North Eagleview Regianoi Drainage Chonnel <br />Fnal Design - Modi Eaoieview Pond soillwav flume over iF3 Ditch 88cfs 100 yr storm XP-SWMM RUN gev3-100.xQ <br />Sable EIB - Junction Continuity Error. Division by Volume addetl 11/96 <br />Continuity Error Net Flow + Beginning Volume - Ending Volume <br />Total Flow + (Beginning Volume + Entlinq Volume)/2 <br />Net Flow = Nade Inf law - Node Outf law I <br />Total Flow = absolute (Inflow + outflow I <br />Intermetliate column is a judgement on the node continuity error. I <br />I <br />Excellent < 1 percent Great 1 to 2 percent Good 2 to 5 percent I <br />Fair 5 to 10 percent Poor 10 to 25 percent eatl 25 to 50 percent I <br />TeYiible > 50 percent I <br />Junction <------COnt irtuity Er mr > Remaining Beginning Net FLow To tai Flow Failed to <br />Name <br />_______________ Volume <br />________ 8 of Node i <br />__________ _ of Inflow <br />_________ Volume <br />________ _ Volume <br />_________ Thru <br />______ Node <br />____ Thru Node <br />__________ Converge <br />_________ <br />Pit 0+31 40301"/. 2615 3.7596 3.6087 3 136765.839 0.0013 3539703 .100 9151390. 554 0 <br />RR bridge -2342. 1102 -0.0417 0.0210 2391 .0051 0.0010 -1. 1021 5611020. 765 0 <br />y317 Epple 23691 . 3fi14 0.2200 0.2117 23857 .3]13 0.0113 97504. 6619 10737835 .57 0 <br />B/CBC up -12258. 5577 -0.1150 0.1098 4734 .1996 0.0026 -7524. 3607 10660419 .52 0 <br />B/CBC do -992. 2818 -0.0093 O. 0089 3353 .0976 0.0011 2360. 0147 10663260 .65 0 <br />Pontl 321 2350. 4326 0.0183 0.0210 9 55620 .7828 9 0330.5392 867698. 6762 12307512 .29 0 <br />weir -223. 5268 -0.0027 0.0020 5686 .9606 0.0005 5963. 4334 0126221. 657 0 <br />Pond Fill -608. 1390 -0.0074 0.0054 27588 .8327 23.6706 26957. 0281 8161023. 777 0 <br />63-1J7 -745. 7168 -0.0091 0.0067 23574 .2027 0.0021 22828. 4038 0211575. 503 0 <br />Bn 21+26 2292. 7359 0.0188 0.0205 6800 .3917 0.0039 9173. 0736 12167334 .25 0 <br />F CBC 1+81 45. 5506 0.0009 0.0009 7790 .8686 0.0092 7836. 4150 12705903 .06 0 <br />221 Drop -9158. 6268 -0.0857 0.0820 27108 .9739 0.0130 17950. 3391 1067]627 .00 0 <br />CRC Dropi -1322. 8459 -0.0124 0.0118 5332 .2963 0.0003 4009. 4501 10647714 .29 0 <br />CBC Drop2 -7779. 3100 -0.0734 0.0697 85322 .2312 0.0022 77592. 9191 105508]9 .30 0 <br />Outlet Box 0. 0000 0.0000 0.0000 0. 0000 0.0000 0. 0000 0.0 000 0 <br />Y3 FCS Up -fib. 3291 -0.0009 0.0006 2340. 3656 0.0005 2274. 0360 7350369. 931 0 <br />93FCR Dn -911. 7511 -0.0056 0.0037 8906 .9331 0.0012 7995. 1808 7346301. 870 0 <br />F CBC 0+91 697. 0963 0.0055 0.0062 1705 .97]0 0.0016 2403. 8716 12694178 .06 0 <br />$3-176 691. 9999 0.0088 0.0057 30739. 8911 0.0048 31381. 8062 7306819. 913 0 <br />Bn17+50 -2924. 1163 -0.0199 0.0217 8795. 2293 0.0036 6371. 1099 12150465 .25 0 <br />Bn14+00 -12439. 9696 -0.1024 0.1113 13369 .8076 0.0050 939. 9131 12192000 .12 0 <br />Bn7+50 -1686. 9196 -0.0139 0.0151 15980. 4332 0.0061 14293. 5076 12125834 .58 0 <br />Bn23+23 -899. 6560 -0.0079 0.0081 1577. 9348 0.0011 670. 2760 11422092 .59 0 <br />Spi1123+91 -859. 3006 -0.1129 0.0077 915. 6937 0.0011 61. 3120 756427,3 956 0 <br />en29+03 5599. 3937 0.0490 0.0501 285. 8601 0.0002 5885. 2536 11431073 .05 0 <br />Bn23+50 -305. 6956 -0.0027 0.0027 406. 5001 0.0003 100. 8042 11923429 .75 0 <br />Bn23+75 -243. 9769 -0.0021 0.0022 453. 6710 0.0003 209. 6938 11924388 .22 0 <br />Y3-175 6704. 1123 0.0929 0.0600 97775. 0171 0.0205 104479. 9090 7170981. 193 0 <br />{3-170 -79850. 2860 -1.0536 0.6702 ]g850. 0379 0.0165 -0. 2646 7066530. 593 0 <br />The total contin uity error wa s 3.15388E+O S cubic fee t <br />The remaining total vol ume wa s 9.57357E+0 6 cubic fee t <br />Your mean node c ontinui ty err or was Exce llent <br />Your worst node continu ity er ror was Good <br />19Table E19 - Junction Inf lowaSOUrcesS' 6-==--_=_== =1 <br />I Units are ei ther ft^3 oY m^3 I <br />I depending on the units in your model .) <br /> Const ant User Interface DWF Znf l ow <br />Junction Inf low Inflow Inflow In low throu gh Outfl ow Evaporation <br />Name to N ode to Node to Node to Node Outfa ll f rom Node f mm Node <br />Rft bridge 0. 0000 0.0000 0.0000 0.0000 0.0000 2 ,8059 E+06 0 .0000 <br />8317 Epp le 0. 0000 5.3922E+06 0.0000 0.0000 0.0000 0. 0000 0 .0000 <br />Pond 321 0. 0000 1.3555E+06 0.0000 0.0000 0.0 000 0. 0000 0 .0000 <br />A3-177 D. 0000 - 4.1172E+06 0.0000 D.0000 0.0000 0. 0000 0 .0000 <br />F CBC 7+01 0. 0000 0.0000 301934.0284 0.0000 0.0 000 0. 0000 0 .0000 <br />Y3-170 0. 0000 0.0000 0.0000 0.0000 0.0 000 3 .5333 E+06 0 .0000 <br />Model "gev3.100.xp" Pnge 36 of 38 <br />
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