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2003-10-14_REVISION - M1992069 (3)
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2003-10-14_REVISION - M1992069 (3)
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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 Regional Droinnge Qlaemel <br />Final Design - Modify Eaaleview Pond spillway flume aver #3 Ditch 88cfs 100yr storm J(P-SWMM RUN aev3-100.xo <br />I Weir Data I <br /> <br />Weir Fiom To Crest Weii Weir Discharge Weii <br />Name Junction Junction Type Height(ft) Top(R) Length (£tl Coefficient Power <br />Pon dWeir Pontl 321 Bn24+03 1 6.60 10.60 50.00 3.0000 1.5000 <br />R3 Weir Weir Spi1123+91 3 3.34 0.59 80.00 3.0000 1.666'1 <br />I a= FREE OUTFACE DATA (DATA GAODP Illy=== I <br />1 BOUNDARY CONDITION ON DATA GROOP J1 I <br /> <br />outfa 11 at Junction....RR bridge has boundary condition number..: 1 <br />Outfall at Junction....#3-1J0 has boundary condition number... 2 <br />I Weir Outfall Data I <br />I Boundary Condition on data group J1 I <br />INTERNAL CONNECTIVITY INFORMATION <br />CONDUIT JUNCTION JUNCTION <br />PondWeir Pond 321 Bn24+03 <br />A3 Weir Weir Spi1123+41 <br />FREE $ 1 RR britlge BOUNDARY <br />FREE $ 2 %3-170 BOUNDARY <br />I Boundary Condition Information I <br />I Data Groups J1-J4 I <br />t BC NUMBER.. 1 has no control water su iface. <br />I BC NUMBER.. 2 has no control water surface. <br />3 /i$#%d#A8#ti/A8q/$k%kY%#AAd%%%/%f k$i$#fY### <br /> % Header information from interface file: # <br /> %¥fA#tNdttq i$kd@#%d/%#d/#i/k8k#/%#¥#dY#%dAd <br /> Title from first computational layer: <br /> gev3 - North Eaglev iew Regional Detention Pond <br /> Larson ch an to Bunn than to gravel pit pond <br /> Title from immediately preceding computational layer <br />} gev3 - North Eagleview Regional Detention Pond <br /> Larson than to Runn than to gravel pit pond <br />- Name of preceding layer ................. Runoff Layer <br /> Initial Julian date (IDATE2) ....... ............... 96153 <br />.' Initial time of day in seconds tTZERO)............ 0.0 <br /> No. Transferetl input locations .................... 1 <br />~' No. Transfe retl pollutants ......................... 0 <br /> Size of total catchment area (acres) ............ ... 96.00 <br />l <br />i#Atf$//@/8$ii#$#%d/8%/8/%%%i/8/#@##/¥#%/f$iiit/$ <br /> i Element numbers of interface inlet locations: / <br /> iA#8#/#tt8/k$/B/ti/tA k#//f##%#f t8t88t#@8/¥#//%/#f <br />~ <br /> e CeC 1+01 <br />q <br />J Conversion factor to cfs fur flow units <br /> on interface file. Multiply by: 1.00000 <br /> i49gA/qq Important Information ggqtq@%% <br /> Start tla to/time of interface file was.. 96153 0. 0000 hours <br />- Start date/time of the simulation was.. 96153 0. 0000 hours <br /> Same date/time found in interface file and model <br /> ___> WARNING ! Junction Outlet Box is not associated wit3i any conduit. <br /> <br /> <br />) <br />Model °gev3-IOO.xp° Page 13 of 38 <br />
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