1998-01-10_REVISION - M1988112

• Permit No: M1988112
• IBM Index Class Name: Revision
• Doc Date: 1/10/1998
• Doc Name: SAN LUIS PROJECT PERMIT AMENDMENT ADEQUACY RESPONSES M-88-112
• From: STEFFEN ROBERTSON & KIRSTEN
• To: MLRD
• Type & Sequence: AM1
• Media Type: D
• Archive: No

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w********* STORM HYDROGRAPH GENERATED FROM START OF RAINFALL ***********
*
TIME 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9
*********************r**************** **********:**** *********** ************
' .0
1.0 *
* .0
.0 .0
.0 .0
.0 .0
.0 .0
.0 .0
.0 .0
.0 .0
.0 .0
.0 .0
.0
2.0 * .0 .0 .0 .0 .0 .0 .0 .0 .0 .0
3.0 * .0 .0 .0 .0 .0 .0 .0 .0 .0 .0
' 4.0 * .0 .0 .0 .0 .0 .0 .0 .0 .0 .0
5.0 * .0 .0 .0 .0 .0 .0 .0 .0 .0 .0
6.0 * .0 .0 .0 .0 .0 .0 .0 .0 .0 .0
7.0 * .0 .0 .0 .0 .0 .0 .0 .0 .0 .0
8.0 * .0 .0 .0 .0 .0 .0 .0 .0 .0 .0
9.0 * .0 .0 .0 .0 .0 .0 .0 .0 .0 .0
10.0 * .0 .0 .0 .0 .0 .0 .0 .0 .0 .0
' 11.0 * .0 .0 .0 .0 .0 .0 .0 .0 .2 .5
12.0 * 1.0 1.3 .6 .6 .5 .5 .4 .4 .3 .3
13.0 * .3 .2 .2 .2 .2 .2 .2 .2 .2 .2
14.0 * .2 .2 .1 .1 .1 .1 .1 .1 .1 .1
' 15.0 * .1 .1 .1 .1 .1 .1 .1 .1 .1 .1
16.0 * .1 .1 .1 .1 .1 .1 .1 .1 .1 .1
' 17.0
18.0 *
* .1
.1 .1
.1 .1
.1 .1
.1 .1
.1 .1
.1 .1
.1 .1
.1 .1
.1 .1
.1
19.0 * .1 .1 .1 .1 .1 .1 .1 .1 .1 .1
20.0 * .1 .1 .1 .1 .1 .1 .1 .1 .1 .1
' 21.0 * .1 .1 .0 .0 .0 .0 .0 .0 .0 .0
22.0 * .0 .0 .0 .0 .0 .0 .0 .0 .0 .0
23.0 * .0 .0 .0 .0 .0 .0 .0 .0 .0 .0
' 24.0 * .0 .0
INIT IAL ABSTRACTION 21.77 mm.
' ROUT ED FLOW TIME FROM THE SUBWATERSHED .00 hours.
TIME TO PEAK OF UNIT HYDROGRAPH .15 hours.
THE DEPTH OF WATER ON WATERSHED = 16.72 mm.
VOLUME OF RUNOFF 5.78 thousand cu.m.
' PEAK RU NOFF RATE 1.26 cu, m./sec.
TIME TO PEAK RUNOFF = 12.10 hours.
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' THERE IS NO SEDIMENT CONTAINED IN THE STORM RUNOFF FROM THIS WATERSHED
_______________
__--______~____s .__==~==e~ooo==v=====-------===o.o..~====c=== e========e
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