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Last modified
1/26/2010 12:52:24 PM
Creation date
10/12/2006 12:00:38 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8220.125.N
Description
San Juan-Chama Project
State
NM
Basin
San Juan/Dolores
Date
10/1/1998
Title
San Juan-Chama Project Water Accounting for Jan-Oct 1998
Water Supply Pro - Doc Type
Report/Study
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<br /> <br />1998 <br /> <br />TABLE 1. <br /> <br />APPARENT INFLOW TO HERON RESERVOIR <br /> <br />(UNIT = 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 WITHIN FLOW <br />MONTH OUTLET LOSS HERON HERON TO HERON HERON AT HERON <br /> RESERVOIR RESER~~IR RI~~ERVOIR RESERVOIR RESERVOIR <br /> 13+2-1 4 .FACTOF TBL2130r4) 5+6 orSEEP <br /> 11\ 12\ (3) 14\ IS) 16\ (7) <br />JANUARY 0 0 0 0 0 147 147 <br />FEBRUARY 0 0 0 0 0 438 438 <br />MARCH 2329 0 5006 26n 3212 2363 5575 <br />APRIL 11516 23 12256 763 916 2818 3734 <br />MAY 41822 84 38008 -3730 0 698 698 <br />JUNE 28598 57 262n -2264 0 146 146 <br />JULY 17580 35 16685 -860 0 154 154 <br />AUGUST 3312 7 2733 -572 0 153 153 <br />SEPTEMBER 258 0 248 -10 0 146 146 <br />OCTOBER 28 0 28 0 0 315 315 <br />NOVEMBER <br />DECEMBER <br />ANNUAL 105443 206 101241 -3996 4128 7378 11506 <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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