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Last modified
1/26/2010 2:19:39 PM
Creation date
10/12/2006 1:14:18 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8220.125.N
Description
San Juan-Chama Project
State
NM
Basin
San Juan/Dolores
Date
11/1/1996
Title
San Juan-Chama Project Water Accounting for Jan-Nov 1996
Water Supply Pro - Doc Type
Report/Study
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<br />1996 <br /> <br />TABLE 1. <br /> <br />APPARENT INFLOW TO HERON RESERVOm <br /> <br />(ROUNDED TO NEAREST 10 ACRE- FEET) <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 WITIUN FLOW <br />MONTI! OUTLET LOSS HERON HERON TO HERON 1 HERON AT HERON <br /> RESERVOIR RESERVOIR RESERVOIR IRESERVOIR RESERVOIR <br /> . 13+2-1) (4)'FACTOR, TBL2I~r4) 5+6orSEEP <br /> II' (2) 13' 14' IS' (6) 17' <br />JANUARY 0 0 10 10 20 150 150 <br />FEBRUARY 0 0 90 90 220 0 220 <br />MARCH 1400 0 1570 170 420! 0 420 <br />APRIL 16370 30 16640 300 7401 0 740 <br />MAY 30760 60 30890 190 470\ 0 470 <br />JUNE 5820 10 6100 290 710/ 140 850 <br />JULY 2620 10 3140 530 6401 1200 1840 <br />AUGUST 70 0 210 140 340 0 340 <br />SEPTEMBER 210 0 340 130 3201 0 320 <br />OCTOBER 270 0 280 10 20' 140 140 <br /> I <br />NOVEMBER 980 0 830 -150 01 1620 1620 <br />DECEMBER I <br /> , <br />ANNUAL 58500 110 60100 1710 39001 3250 7110 <br /> <br />(5) COMPUTED lNFLOW TO HERON RESERVOIR=TR1BUTARY lNFLOW ABOVE HERON <br />TIMES CORRELATION FACTOR (1.2 FOR MONTHLY WILLOW CREEKNATURAL <br />FLOW ABOVE 360 AF AND 2.46 FOR FLOW AT 360 AF AND BELOW. IFTHE <br />INFLOW DOES NOT EXCEED THE SEEPAGE THlS FLOW IS NOT BYPASSED. FLOWS <br />ABOVE THE SEEPAGE ARE BYPASSED.) <br /> <br />(6) THIS COLUMN REPORTS THE SEEPAGE 2(4) AS THE BASE NATURAL FLOW OR THE <br />NET 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) THlS COLUMN REPORTS THE SUM OF 1(5) AND 1(6) ONLY WHEN 1(5) EXCEEDS THE <br />SEEPAGE. THlSWILLPREVENT ANY DOUBLE ACCOUNTlNG 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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