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Last modified
1/26/2010 2:49:12 PM
Creation date
10/12/2006 3:09:45 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8220.125.N
Description
San Juan-Chama Project
State
NM
Basin
San Juan/Dolores
Date
12/1/1995
Title
San Juan-Chama Project Water Accounting for 1995
Water Supply Pro - Doc Type
Report/Study
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<br />1995 <br /> <br />TABLE 1. <br /> <br />APPARENT INFLOW TO HERON RESERVOIR <br /> <br />(ROUNDED TO NEARESI' 10 ACRE-FEEl') <br /> <br />TABLE I. WilLOW TRIBUTARY TRIRUTARY COMPUTED <br />Inflow to Heron AZOTEA COMPUTED CREEK INFLOW COMPUlED INFLOW NAWRAL <br /> TUNNEL CHANNEL ABOVE ABOVE INFLOW WITIIIN FLOW <br />MONill OUTLET LOSS HERON HERON TO HERON HERON AT HERON <br /> RESERVOIR RESER VOIR RESERVOIR RESERVOIR RESER VOIR <br /> (3+2-1) (4\'PACfOR TBl.2f30r4\ 5+6orSEEP <br /> fI\ (2\ (3\ (4\ (5\ (6\ m <br />JANUARY 0 0 10 10 20 840 840 <br />FEBRUARY 0 0 3460 3460 4150 1180 5330 <br />MARCH 0 0 10040 10040 12050 7540 19590 <br />APRIL 10010 20 14040 4050 4860 990 5850 <br />MAY 36090 70 36140 120 300 1910 2210 <br />JUNE 37200 70 38640 1510 1810 0 1810 <br />JULY 1800 0 2520 720 860 0 860 <br />AUGUsr 0 0 1410 1410 1690 0 1690 <br />SEPI'EMBER 0 0 40 40 100 150 150 <br />ocrOBER 0 0 250 250 620 0 620 <br />NOVEMBER 0 0 30 30 70 150 150 <br />DECEMBER 0 0 10 10 20 150 150 <br /> !. <br />ANNUAL 85100 160 106590 21650 26550 12910 39250 <br /> <br />(5) COMPUTED INFLOW TO HERON RESERVOIR=TRIBUfARY INFLOW ABOVE HERON <br />TIMES CORRELATION FACfOR (1.2 FOR MONTIll.YWIllOW CREEK NATURAL <br />FUJW ABOVE 360 AF AND 246 FOR FUJW AT 360 AF AND BELOW. IFTIlE <br />INFLOW DOES NOT EXCEED TIlE SEEPAGE TInS FUJW IS Nor BYPASSED. FLOWS <br />ABOVETIlE SEEPAGE ARE BYPASSED.) <br /> <br />(6) TIllS COLUMN REPORTS TIlE SEEPAGE 2(4) AS TIlE BASE NAlURALFLOW OR TIlE <br />NEf GAIN ON RESERVOIR 2(3) WHICH EVER IS GREATER OR ZERO WHEN 2(3) IS <br />ZERO AND 1(5) IS MORE THAN SEEPAGE. (SEE TABLE 2) <br /> <br />(7) TInS COLUMN REPORTS TIlE SUM OF 1(5) AND 1(6) ONLY WHEN 1(5) EXCEEDS TIlE <br />SEEPAGE. TIDSWIlLPREVENT ANY DOUBLE ACCOUNTING OF TIlE BASE <br />NATURAL FLOW (SEEPAGE). IF 1(5) IS LESS THAN OR EQUAL TO SEEPAGE THEN <br />1(7) EQUAl$I(6). <br />
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