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WSP09945
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Last modified
1/26/2010 2:56:38 PM
Creation date
10/12/2006 4:02:19 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8220.125.N
Description
San Juan-Chama Project
State
NM
Basin
San Juan/Dolores
Date
12/1/1999
Title
San Juan-Chama Project Water Accounting for 1999
Water Supply Pro - Doc Type
Report/Study
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<br /> <br />~ <br />t- <br /> <br />TABLE 1. <br /> <br />1999 <br />APPARENT INFLOW TO HERON RESERVOIR <br /> <br />(UNIT = ACRE-FEED <br /> <br />TABLE 1 WILLOW TRIBUTARY TRIBUTARY COMPUTED <br />Inflow to Heron AZOTEA COMPUTED CREEK INFLOW . COMPUTED INFLOW NATURAL <br /> TUNNEL CHANNEL ABOVE ABOVE INFLOW WITHIN FLOW <br />MONTH OUTLET LOSS HERON HERON TO HERON HERON AT HERON <br /> RESERVOIR RESERVOIR RESERVOIR RESERVOIR RESERVOIR <br /> , (3+2-1) (4)'FACTOR TBl2(3o<4) 5+6 orSEEP <br /> (1' (2\ ! 13\ (4\ (5\ 16\ m <br /> I <br />JANUARY 0 0 0 0 0 279 279 <br />FEBRUARY 0 0 0 0 0 342 342 <br />MARCH 4152 8 4787 643 772 293 1065 <br />APRIL 12516 25 13233 742 890 0 890 <br />MAY 32806 00 30419 -2321 0 215 215 <br />JUNE 39659 79 36378 -3202 0 144 144 <br />JULY 12734 25 12332 -377 0 154 154 <br />AUGUST 13019 26i 13661 668 802 0 802 <br />SEPTEMBER 4015 8 3969 -38 0 154 154 <br />OCTOBER 0 0 0 0 0 158 158 <br />NOVEMBER 0 0 0 0 0 152 152 <br />DECEMBER 0 0 0 0 0 156 156 <br />ANNUAL 118901 237 114779 -3885 2464 2047 4511 <br /> <br />(5) COMPUTED INFLOW TO HERON RESERVOIR=TRIBUTARY INFLOW ABOVE HERON <br />TIMES CORRELATION FACTOR (1.2 FOR MONTHLY WILLOW CREEK NATURAL <br />FLOW ABOVE 360 AF AND 2.46 FOR FLOW AT 360 AF AND BELOW, IF THE <br />INFLOW DOES NOT EXCEED THE SEEPAGE THIS FLOW IS NOT BYPASSED. <br />FLOWS ABOVE THE SEEPAGE ARE BYPASSED,) <br /> <br />(6) THIS COLUMN REPORTS THE SEEPAGE 2(4) AS THE BASE NATURAL FLOW OR <br />THE NET GAIN ON RESERVOIR 2(3) WHICH EVER IS GREATER OR ZERO WHEN <br />2(3) IS ZERO AND 1(5) IS MORE THAN SEEPAGE. (SEE TABLE 2) <br /> <br />(7) THIS COLUMN REPORTS THE SUM OF 1(5) AND 1(6) ONLY WHEN 1(5) EXCEEDS <br />THE SEEPAGE. THIS WILL PREVENT ANY DOUBLE ACCOUNTING OF THE BASE <br />NATURAL FLOW (SEEPAGE), IF 1(5) IS LESS THAN OR EQUAL TO SEEPAGE THEN <br />1(7) EQUALS 1(6), <br />
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