32 = NUMBER OF CANALS AND SPILLGATES 1 *** 0= USE AVERAGE PERCENT RECHARGE, 1 = USE ANNUAL VALUES 0 *** 0= USE FIXED RUNOFF FACTOR (100%), 1 = READ ANNUAL PERCENT RUNOFF VALUES STREAM NAME AVE GAGED CFS % RECH NO. NODES A-Drain 3.990 100. 20 *** 0.5 CFS/MILE A-Drain 0.200 100. 20 *** FIRST ESTIMATE 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 23 21 5. 24 22 5. 25 22 5. 26 22 5. 27 21 5. 28 21 5. 29 21 5. 30 21 5. 31 21 5. 32 21 5. 33 22 5. 34 22 5. 35 22 5. 36 22 5. 37 22 5. 38 23 5. 38 24 5. 38 25 5. 39 26 5. 39 27 5. A-1 Drain 2.290 100. 11 *** 0.5 CFS/MILE A-1 Drain 0.110 100. 11 *** FIRST ESTIMATE 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 20 17 9. 21 17 9. 22 17 9. 22 18 9. 23 18 9. 23 19 9. 24 19 9. 25 19 9. 26 19 9. 26 20 9. 27 21 9. Big Pine Canal above Baker Crk 2.460 100. 24 *** 0.5 CFS/MILE Big Pine Canal above Baker Crk 0.240 100. 24 *** FIRST ESTIMATE 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 38 27 4. 39 27 4. 40 26 4. 41 26 4. 42 25 4. 43 25 4. 44 24 4. 44 23 4. 44 22 4. 45 22 4. 45 21 4. 46 20 4. 47 20 4. 48 19 4. 49 19 4. 50 19 4. 51 19 4. 52 19 4. 53 19 4. 54 20 4. 54 21 4. 55 22 4. 55 23 4. 56 23 4. Big Pine Canal below Baker Crk 4.820 100. 20 *** 0.7 CFS/MILE Big Pine Canal below Baker Crk 0.200 100. 20 *** FIRST ESTIMATE 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 57 24 5. 58 24 5. 59 25 5. 60 25 5. 61 26 5. 62 25 5. 63 25 5. 64 25 5. 65 25 5. 66 25 5. 67 25 5. 68 25 5. 69 25 5. 70 26 5. 71 26 5. 72 26 5. 73 26 5. 74 26 5. 75 27 5. 76 27 5. Bishop Creek Canal 2.260 100. 10 *** 0.5 CFS/MILE Bishop Creek Canal 0.100 100. 10 *** FIRST ESTIMATE 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 19 22 10. 20 22 10. 21 22 10. 22 22 10. 23 21 10. 24 21 10. 25 21 10. 26 21 10. 27 20 10. 28 20 10. Bishop Crk, North Fork 4.070 100. 16 *** 0.5 CFS/MILE Bishop Crk, North Fork 0.160 100. 16 *** FIRST ESTIMATE 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 19 15 6. 18 16 6. 18 17 6. 18 18 6. 18 19 6. 18 20 6. 18 21 6. 18 22 6. 18 23 6. 18 24 6. 18 25 6. 19 26 6. 20 27 6. 20 28 6. 21 28 6. 21 29 6. Bishop Crk, South Fork 2.220 100. 8 *** 0.5 CFS/MILE Bishop Crk, South Fork 0.080 100. 8 *** FIRST ESTIMATE 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 19 15 12. 19 16 12. 19 17 12. 19 18 12. 20 19 12. 20 20 12. 20 21 12. 21 22 12. Bishop Creek Ditch 2.060 100. 10 *** 0.5 CFS/MILE Bishop Creek Ditch 0.100 100. 10 *** FIRST ESTIMATE 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 11 16 10. 11 17 10. 12 18 10. 12 19 10. 13 18 10. 14 19 10. 15 19 10. 16 20 10. 16 21 10. 17 20 10. C-Drain 2.020 100. 11 *** 0.5 CFS/MILE C-Drain 0.110 100. 11 *** FIRST ESTIMATE 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 17 14 9. 17 15 9. 16 15 9. 16 16 9. 16 17 9. 15 18 9. 14 19 9. 13 19 9. 12 19 9. 12 20 9. 11 20 9. Collins Canal 2.530 100. 20 *** 0.7 CFS/MILE,USED ONLY IN SELCTED YEARS Collins Canal 0.200 100. 20 *** FIRST ESTIMATE 0. 0. 0. 0. 100. 0. 100. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 100. 0. 0. 0. 0. 0. 22 29 5. 23 29 5. 24 29 5. 25 30 5. 26 30 5. 27 30 5. 28 30 5. 29 30 5. 30 30 5. 31 31 5. 32 32 5. 33 32 5. 34 32 5. 35 32 5. 36 32 5. 37 31 5. 38 31 5. 39 31 5. 40 31 5. 41 32 5. Farmers Ditch to Duck Ponds 1.380 100. 10 *** 0.5 CFS/MILE Farmers Ditch to Duck Ponds 0.110 100. 11 *** FIRST ESTIMATE 0. 0. 0. 0. 100. 0. 100. 0. 0. 0. 0. 0. 0. 0. 0. 100. 0. 100. 100. 100. 100. 100. 100. 100. 100. 100. 16 21 10. 15 22 10. 15 23 10. 15 24 10. 14 24 10. 15 25 10. 16 25 10. 15 26 10. 16 26 10. 16 27 10. Ford Rawson Ditch 0.700 100. 8 *** 0.5 CFS/MILE Ford Rawson Ditch 0.070 100. 7 *** FIRST ESTIMATE 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 29 20 12. 30 21 12. 31 20 12. 32 20 12. 33 20 12. 34 20 12. 35 20 12. 35 21 12. Geiger Canal 2.121 100. 18 *** 0.7 CFS/MILE (ONLY IN WET YEARS WITH >125% RUNOFF Geiger Canal 0.110 100. 11 *** FIRST ESTIMATE 0. 0. 0. 0. 100. 0. 100. 0. 0. 0. 0. 0. 0. 0. 0. 100. 0. 100. 0. 100. 100. 100. 0. 100. 0. 0. 30 32 6. 31 32 6. 32 32 6. 33 33 6. 34 32 6. 35 32 6. 36 32 6. 37 32 6. 38 32 6. 39 32 6. 40 32 5. 23 32 5. 24 32 5. 25 32 5. 26 32 5. 27 32 5. 28 31 5. 29 31 5. Hall Ditch 2.340 100. 10 *** 0.5 CFS/MILE Hall Ditch 2.340 100. 10 *** 0.5 CFS/MILE 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 20 11 10. 20 12 10. 21 13 10. 22 14 10. 23 15 10. 24 16 10. 24 17 10. 24 18 10. 25 19 10. 25 20 10. Indian Ditch 0.938 100. 6 *** 0.7 CFS/MILE Indian Ditch 0.938 100. 6 *** 0.7 CFS/MILE 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 20 12 16. 21 13 16. 21 14 17. 22 14 17. 23 15 17. 24 16 17. Indian (So.)-Newlan Ditch 1.624 100. 4 *** 0.7 CFS/MILE Indian (So.)-Newlan Ditch 1.624 100. 4 *** 0.7 CFS/MILE 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 20 12 25. 21 13 25. 21 14 25. 21 15 25. McNally Upper and Laws Ditch 8.050 100. 29 *** 0.7 CFS/MILE McNally Upper and Laws Ditch 0.580 100. 29 *** FIRST ESTIMATE (0.02/NODE) 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 11 21 3. 11 22 3. 10 22 3. 10 23 3. 11 24 3. 11 25 3. 10 26 3. 10 27 3. 10 28 3. 10 29 3. 9 29 3. 8 30 3. 8 31 3. 8 32 3. 9 33 3. 10 32 3. 11 32 4. 12 32 4. 13 32 4. 14 32 4. 15 31 4. 16 31 4. 17 31 4. 18 31 4. 19 31 4. 19 32 4. 19 31 4. 19 30 4. 19 29 4. McNally Lower to Geiger Canal 6.660 100. 24 *** 0.7 CFS/MILE McNally Lower to Geiger Canal 0.300 100. 30 *** FIRST ESTIMATE 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 11 21 5. 11 22 5. 10 23 5. 11 24 5. 11 25 4. 11 26 4. 11 27 4. 11 28 4. 10 29 4. 10 30 4. 11 31 4. 12 31 4. 13 31 4. 14 31 4. 15 30 4. 16 30 4. 17 30 4. 18 30 4. 19 31 4. 20 32 4. 20 33 4. 21 33 4. 22 33 4. 23 32 4. Owens River Canal (north) 1.590 100. 15 *** 0.5 CFS/MILE Owens River Canal (north) 0.150 100. 15 *** FIRST ESTIMATE 0. 0. 0. 0. 100. 0. 100. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 10 12 7. 11 10 7. 11 11 7. 11 12 7. 11 13 7. 12 14 7. 12 15 7. 13 16 7. 14 16 7. 15 15 7. 15 14 7. 16 13 7. 17 13 7. 18 14 7. 19 14 7. Owens River Canal (south) 2.506 100. 18 *** 0.7 CFS/MILE Owens River Canal (south) 0.180 100. 18 *** FIRST ESTIMATE 0. 0. 0. 0. 100. 0. 100. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 20 14 6. 21 15 6. 22 15 6. 23 15 6. 24 15 6. 25 16 6. 26 16 6. 27 17 6. 28 17 6. 29 18 6. 30 18 5. 31 18 5. 32 18 5. 33 18 5. 34 19 5. 35 19 5. 36 18 5. 37 18 5. Rawson Canal above Duck Ponds 2.740 100. 11 *** 0.5 CFS/MILE Rawson Canal above Duck Ponds 2.740 100. 11 *** 0.5 CFS/MILE 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 50. 21 21 10. 22 22 9. 22 23 9. 22 24 9. 23 25 9. 24 26 9. 25 27 9. 26 28 9. 27 28 9. 28 28 9. 29 28 9. Rawson Canal below Duck Ponds 1.855 100. 5 *** 0.7 CFS/MILE Rawson Canal below Duck Ponds 1.855 100. 5 *** 0.7 CFS/MILE 0. 0. 0. 0. 100. 0. 100. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 30 27 20. 31 27 20. 32 27 20. 33 27 20. 34 28 20. Spillgates -- Owens R. Intake 7.122 10. 1 *** NEEDS BETTER AREAL EXTENT Spillgates -- Owens R. Intake 7.122 10. 1 *** FIRST ESTIMATE 10. 10. 10. 10. 10. 10. 10. 10. 10. 10. 10. 10. 10. 10. 10. 10. 10. 10. 10. 10. 10. 10. 10. 10. 10. 10. 97 25100. Spillgates -- Blackrock 10.400 25. 10 *** NEW Spillgates -- Blackrock 10.400 50. 10 *** FIRST ESTIMATE 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 104 20 10.105 20 10.106 20 10.107 20 10.107 21 10.108 20 10.108 21 10.109 19 10. 109 22 10.110 22 10. Spillgates -- Thibaut 2.928 25. 4 *** NEW Spillgates -- Thibaut 2.928 50. 4 *** FIRST ESTIMATE 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 114 17 25.114 18 25.114 19 25.113 19 25. Spillgates -- Independence 1.732 25. 5 *** NEW Spillgates -- Independence 1.732 50. 5 *** FIRST ESTIMATE 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 124 20 20.122 20 20.123 20 20.124 21 20.125 21 20. Spillgates -- Dean 1.559 30. 1 *** NEW Spillgates -- Dean 1.559 50. 1 *** FIRST ESTIMATE 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 132 22100. Spillgates -- Russell 1.573 30. 3 *** NEW Spillgates -- Russell 1.573 50. 3 *** FIRST ESTIMATE 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 134 21 33.134 22 33.135 22 33. Spillgates -- Locust 2.660 30. 3 *** NEW Spillgates -- Locust 2.660 50. 3 *** FIRST ESTIMATE 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 139 21 33.138 22 33.138 23 33. Spillgates -- Georges 0.344 25. 2 *** NEW Spillgates -- Georges 0.344 50. 2 *** FIRST ESTIMATE 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 25. 146 21 50.146 22 50. Spillgates -- Diaz 1.337 80. 1 *** NEW,SEEMS HIGH Spillgates -- Diaz 1.337 50. 1 *** FIRST ESTIMATE 80. 80. 80. 80. 80. 80. 80. 80. 80. 80. 80. 80. 80. 80. 80. 80. 80. 80. 80. 80. 80. 80. 80. 80. 80. 80. 176 23100. Spillgates -- Lone Pine 1.391 80. 1 *** NEW, SEEMS HIGH Spillgates -- Lone Pine 1.391 50. 1 *** FIRST ESTIMATE 80. 80. 80. 80. 80. 80. 80. 80. 80. 80. 80. 80. 80. 80. 80. 80. 80. 80. 80. 80. 80. 80. 80. 80. 80. 80. 168 23100. ******************************************************************************** CANAL RECHARGE WAS INITIALLY ESTIMATED AT 0.01 CFS PER 2000 FOOT NODE. THERE WAS ESSENTIALLY NO BASIS FOR THIS AMOUNT. NOTE: THE OWENS RIVER EXCHANGES APPROXIMATELY 0.05-0.30 CFS PER 2000-FOOT NODE. THE AVERAGE VALUE WOULD BE ABOUT 0.10 CFS PER NODE. NOTE: STREAM LOSS AVERAGED ABOUT 0.05-0.12 AC-FT/FOOT OF STREAM. THIS WOULD BE 0.13-0.33 CFS PER 2000 FOOT NODE. BECAUSE THE MATERIAL ON THE FANS SHOULD BE COARSER, THE PERCOLATION RATE SHOULD BE HIGHER. ALSO THE WATER TABLE IS BELOW THE BOTTOM OF MOST OF THE STREAM SO THE RATE IS NOT AFFECTED BY THE LOCAL GROUND-WATER GRADIENT. THE PERCOLATION RATE FOR MOST CANALS SHOULD BE ABOUT 0.05-0.10 CFS PER NODE. CANAL RECHARGE WAS LATER INCREASED TO 0.05 CFS PER 2000 FOOT NODE. ******************************************************************************** Some of spillgate recharge in high runoff years is calculated by the make.gw.recharge program ******************************************************************************** Based on discussions with Russ Rawson 1/22/88-- several canal recharge losses seem to be in the 1 cfs per mile range or about 0.4 cfs per node 0.05-0.12 ac-ft/ft = 0.13-.0.33 cfs/node = 0.34-0.87 cfs per mile Assume a rate of 0.30 cfs/node or 0.8 cfs per mile ******************************************************************************** I MEASURED EACH STREAM FOR LENGTH AND THEN ASSUMED A STANDARD LOSS RATE PER MILE OF 1 CFS. I BELIEVE THAT THEIS IS TOO HIGH OR THE DIGITIZED STREAM LENGTHS ARE TOO LONG, SO I DECREASED IT TO 0.5 CFS FOR THE FIRST RUNS. ******************************************************************************** KEY FOR WET YEARS WITH > 125% RUNOFF 0. 0. 0. 0. 100. 0. 100. 0. 0. 0. 0. 0. 0. 0. 0. 100. 0. 100. 0. 100. 100. 100. 0. 100. 0. KEY FOR INCREASED CANAL PERCOLATION AS WATER LEVELS DROPPED, START 1971 50. 50. 50. 50. 50. 50. 50. 50. 100. 100. 100. 100. 100. 100. 100. 100. 100. 100. 100. 100. 100. 100. 100. 100. 100. 100.