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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********** 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
***********,e*********,t**,t,r****************,r***************************r****•
.0 * .0 .0 .0 .0 .0 .0 .0 .0 .0 .0
1.0 * .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 .1 .5 1.0
12.0 * 1.9 1.7 .4 .3 .3 .3 .3 .3 .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
1b.0 * .1 .1 .1 .1 .1 .1 .1 .1 .1 .1
17.0 * .1 .1 .1 .1 .1 .1 .1 .1 .1 .1
18.0 * .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 .1 .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
INITIAL ABSTRACTION = 21.77 mm.
ROUTED FLOW TIME FROM THE SUBWATERSHED .35 hours.
' _
TIME TO PEAK OF UNIT HYDROGRAPH .08 hours.
THE DEPTH OF WATER ON WATERSHED 16.77 mm.
' VOLUME OF RUNOFF
PEAK RUNOFF RATE 6.07
2.23 thousand cu.m.
cu. m./sec.
TIME TO PEAK RUNOFF = 12.05 hours.

' THERE IS NO SEDIMENT CONTAINED IN THE STORM RUNOFF FROM THIS WATERSHED

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