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Last modified
1/26/2010 2:18:57 PM
Creation date
10/12/2006 1:07:33 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8220.125.N
Description
San Juan-Chama Project
State
NM
Basin
San Juan/Dolores
Date
12/1/1993
Title
San Juan-Chama Project Water Accounting for 1993
Water Supply Pro - Doc Type
Report/Study
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<br />1993 <br /> <br />TABLE 1. <br /> <br />APPARENT INFLOW TO HERON RESERVOIR <br /> <br />(ROUNDED TO Nl!AREST 10 ACRE-FEET) <br /> <br />TABLE 1. WILLOW 1RIBUTARY 1RIBUTARY COMPUTED <br />Inflow to Heron AZ01EA 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(3or4\ 5 +6 orSEEP <br /> (1) f2\ (3) (4\ (5\ (6) (7) <br />JANUARY 0 0 110 110 280 910 1190 <br />FEBRUARY 0 0 340 340 850 1700 2550 <br />MARCH 0 0 11260 11260 13510 6830 20340 <br />APRIL 7430 10 17580 10160 12190 910 13100 <br />MAY 46160 90 45070 -1000 0 1180 1180 <br />JUNE 37050 70 36240 -740 0 150 150 <br />JULY 3050 10 2990 -50 0 160 160 <br />AUGUST 3430 10 3240 -180 0 950 950 <br />SEPTEMBER 1670 0 1870 200 500 0 500 <br />OCTOBER 10 0 10 0 0 160 160 <br />NOVEMBER 0 0 80 80 200 0 200 <br />DECEMBER 0 0 20 20 20 160 160 <br />ANNUAL 98800 190 118810 20200 27550 13110 40640 <br /> <br />(5) COMPUTED INFLOW TO HERON RESERVOIR=TRIBUTARY INFLOW ABOVE HERON <br />TIMES CORRELATION FACTOR (1,2 FOR DAILY WILLOW CREEK NATURAL FLOW <br />ABOVE 6 CFS AND 2.5 FOR FLOW AT 6CFS AND BELOW) (IF THE COMPUTED INFLOW <br />DOES NOT EXCEED THE SEEPAGE THIS FLOW IS NOT BYPASSED. FLOWS ABOVE <br />Tfffi 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) THIS COLUMN REPORTS THE SUM OF 1(5) AND 1(6) ONLY WHEN 1(5) EXCEEDS THE <br />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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