2003-10-14_REVISION - M1992069 ‎(3)‎

• 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

North Eagleview Rcgiarwl Drainage Gfiminel
Fnal Design - Madifv Eaoleview Pond soiilwav flume over #3 Ditch 89cfs 100 yr storm XP-SWMM RUN oev3-100 xP
$weiz len = 50 50.0000 1 153
$ol dbnd 0.0000 1 159
$nogielev 0.0000 1 161
$ncmid 0.0000 0 164
9'/
$new nl 0.0000 2 290
_
$best 97 0.0000 1 294
$newbound 0.0000 1 295
$q tol = 0.1 0.0010 1 316
$new storage 0.0000 1 322
Sold iteration 0.0000 1 333
$minlen=30.0 30.0000 1 346
$review elevatio 0.0000 1 383
$use half volume 0.0000 1 305
I Parameter Values on the Tapes Common B1ock.These are the I
I values read from [he tlata file and dynamically allocated I
I by the motlel for this simulation. I
- Number of Subcatchments in the Runoff 01ock (NW).... 1
Number of Channel/Pipes in the Runoff Block (NG).... 0
Runoff Water quality constituents (NRQ)...... 0
Runoff Land Uses per Subcatchment (NLU) ............. 0
• Number of Elements in the Transport Block (NET)..... 0
Number of Storage Sanctions in Transport (NYSE)..... 0
Number of Input Hydroq raphs in Trans poz[ (NTN).... .. 0
•
. `. Number of Elements in the Ex Iran Block )NEE)........ 30
_
' Number of Groundwater Subcatchments in Runoff (NGW). 0
. Number of Interface locations for all Blocks (NI E),. 30
' Number of Pumps in Extran (NEP) ... ................ .. 0
• Number of Orifices in Extran (NE0) .................. 0
Numbez of Title Gates/Flee Ou tf alls in Extran (NTG).. 2
• Number of Extran Weirs (NEw) ........................ 2
~ Number of scs hydrograph points.......... 1491
Number of Extran printout locations (N PO)........... 0
• Number of Title elements in Extran (NTE) ............. 2
. Number
Number of
of Natural channels (NNC) .......... ..........
Storage junctions in Extran (N VS E)........ 6
2
3 Number of Time history tlata points in Ex iron (NTVAL). 0
• Number Of Variable storage elements in Extran INVS T7 12
Number of Input Hydrogiaphs in Extran )NEH)........ 3
_
• Number of Particle sizes in Transport Block (N PS)... 0
~ Numb ei o£ Usei def inetl conduits (NHW). 31
Numb ei of Connecting conduits in Extran (NECC)...... 20
• ~ Nu mb ei of Upstream elements in Tians port (NTCC)..... 10

. ~ Number
Number of
of Storage/treatment plants (NSTU)...........
Values for R1 lines in Transport (NR1).... 0
0
Number of Notles to be allowed for (NNOD)............ 30
•
S Number of Plugs in a Storage Treatment Unit......... 1
• ~
i }AAA}i}A}}AA}AA/AAA}i8}A}A}f}fA}AAA/A}/}g8}AA Af AAAA tAAA
- A Entry made to the Runoff Layer(Block) of SWMM /
. A Last U pdatetl Octobez~ 2000 by XP Software A
~' ~ A and is CURRENTLY under development. }
RUNOFF TABLES IN THE OUTPUT FILE.
These are the more important tables in the output file.
You can use your editor to find the table numbers,
for example: search for Table R3 to check continuity.
This output file can be importetl into a Wortl Processor
and printetl on US letter or A9 paper using portrait
mode, courier font, a size of B pt. and margins of 0.75
Table R1 - Physical Hydrology Data
Table R2 -Infiltration data
Table A3 - Raingage and Infiltration Database Names
Tab 1e R9 -Groundwater Data
Table RS -Continuity Check for Surface Water
Table R6 -Continuity Check for Channels/Pipes
Table ftY -Continuity Check for Subsurface Water
Table RB - Inf ittration/Inflow Continuity Check
Table R9 - Summa ty Statistics for Subcatchments
Table R10 - Sensitivity anlysis for Subcatchments
Madel'gev3-100.xp' Poge 2 of 38