C FN=RGWATQUL.DAT C RIO GRANDE WATER QUALITY DATA TDS = ATDS1 * LN(FLOW) + BTDS1 Na = ATDS2 * LN(FLOW) + BTDS2 SO4 = ATDS3 * LN(FLOW) + BTDS3 Cl = ATDS4 * LN(FLOW) + BTDS4 C NODE STA # # STATION NAME ATDS1 BTDS1 ACRET1 BCRET1 ACIMP1 BCIMP1 CINIT1 ATDS2 BTDS2 ACRET2 BCRET2 ACIMP2 BCIMP2 CINIT2 ATDS3 BTDS3 ACRET3 BCRET3 ACIMP3 BCIMP3 CINIT3 ATDS4 BTDS4 ACRET4 BCRET4 ACIMP4 BCIMP4 CINIT4 ----- **** ------------------------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ 1 1010 RIO GRNDE @ SAN MARCIAL -52.0 700. 0. 0. 0.0 0. 500. -8.0 100. 0. 0. 0. 0. 100. -5.0 150. 0. 0. 0. 0. 200. -4.0 60. 0. 0. 0. 0. 100. 2 1020 ELEPHANT BUTTE RESERV 0.0 450. 0. 0. 0.0 450. 500. 0.0 100. 0. 0. 0. 80. 100. 0.0 150. 0. 0. 0. 150. 200. 0.0 60. 0. 0. 0. 60. 100. 3 1025 RIO GRANDE BELOW EBUTTE 0.0 450. 0. 0. 0.0 0. 500. 0.0 100. 0. 0. 0. 0. 100. 0.0 150. 0. 0. 0. 0. 200. 0.0 60. 0. 0. 0. 0. 100. 4 1030 CABALLO RESERVOIR 0.0 700. 0. 0. 0.0 700. 500. 0.0 150. 0. 0. 0. 120. 100. 0.0 200. 0. 0. 0. 200. 200. 0.0 100. 0. 0. 0. 60. 100. 5 1040 BONITA LATERAL 0.0 700. 0. 0. 0.0 0. 500. 0.0 150. 0. 0. 0. 0. 100. 0.0 200. 0. 0. 0. 0. 200. 0.0 100. 0. 0. 0. 0. 100. 6 1050 RIO GRNDE BLW CABALLO 0.0 700. 0. 0. 0.0 0. 500. 0.0 150. 0. 0. 0. 0. 100. 0.0 200. 0. 0. 0. 0. 200. 0.0 100. 0. 0. 0. 0. 100. 7 1060 PERCHA DIVERSION 0.0 700. 0. 0. 0.0 0. 500. 0.0 150. 0. 0. 0. 0. 100. 0.0 200. 0. 0. 0. 0. 200. 0.0 100. 0. 0. 0. 0. 100. 8 1070 WW#1 TRUJILLO LATERAL 0.0 700. 0. 0. 0.0 0. 500. 0.0 150. 0. 0. 0. 0. 100. 0.0 200. 0. 0. 0. 0. 200. 0.0 100. 0. 0. 0. 0. 100. 9 1080 WW#2 MOORE LATERAL 0.0 700. 0. 0. 0.0 0. 500. 0.0 150. 0. 0. 0. 0. 100. 0.0 200. 0. 0. 0. 0. 200. 0.0 100. 0. 0. 0. 0. 100. 10 1090 WW#3 GONZALES LATERAL 0.0 700. 0. 0. 0.0 0. 500. 0.0 150. 0. 0. 0. 0. 100. 0.0 200. 0. 0. 0. 0. 200. 0.0 100. 0. 0. 0. 0. 100. 11 1100 WW#4 PALMER LATERAL 0.0 700. 0. 0. 0.0 0. 500. 0.0 150. 0. 0. 0. 0. 100. 0.0 200. 0. 0. 0. 0. 200. 0.0 100. 0. 0. 0. 0. 100. 12 1110 WW#5 GARFIELD CANAL 0.0 700. 0. 0. 0.0 0. 500. 0.0 150. 0. 0. 0. 0. 100. 0.0 200. 0. 0. 0. 0. 200. 0.0 100. 0. 0. 0. 0. 100. 13 1120 WW#6 S-2 LATERAL 0.0 700. 0. 0. 0.0 0. 500. 0.0 150. 0. 0. 0. 0. 100. 0.0 200. 0. 0. 0. 0. 200. 0.0 100. 0. 0. 0. 0. 100. 14 1130 WW#8 SILVA LATERAL 0.0 700. 0. 0. 0.0 0. 500. 0.0 150. 0. 0. 0. 0. 100. 0.0 200. 0. 0. 0. 0. 200. 0.0 100. 0. 0. 0. 0. 100. 15 1140 GARFIELD DRAIN 0.0 700. 0. 1300. 0.0 0. 500. 0.0 150. 0. 300. 0. 0. 100. 0.0 200. 0. 400. 0. 0. 200. 0.0 100. 0. 250. 0. 0. 100. 16 1150 WW#10 H-2 LATERAL 0.0 700. 0. 0. 0.0 0. 500. 0.0 150. 0. 0. 0. 0. 100. 0.0 200. 0. 0. 0. 0. 200. 0.0 100. 0. 0. 0. 0. 100. 17 1160 WW#12 MCCALL LATERAL 0.0 700. 0. 0. 0.0 0. 500. 0.0 150. 0. 0. 0. 0. 100. 0.0 200. 0. 0. 0. 0. 200. 0.0 100. 0. 0. 0. 0. 100. 18 1170 WW#16 HATCH CANAL 0.0 700. 0. 0. 0.0 0. 500. 0.0 150. 0. 0. 0. 0. 100. 0.0 200. 0. 0. 0. 0. 200. 0.0 100. 0. 0. 0. 0. 100. 19 1180 WW#14 ANGOSTURA LATERAL 0.0 700. 0. 0. 0.0 0. 500. 0.0 150. 0. 0. 0. 0. 100. 0.0 200. 0. 0. 0. 0. 200. 0.0 100. 0. 0. 0. 0. 100. 20 1190 HATCH DRAIN 0.0 700. 0. 1300. 0.0 0. 500. 0.0 150. 0. 300. 0. 0. 100. 0.0 200. 0. 400. 0. 0. 200. 0.0 100. 0. 250. 0. 0. 100. 21 1200 WW#15 ANGOSTURA LATERAL 0.0 700. 0. 0. 0.0 0. 500. 0.0 150. 0. 0. 0. 0. 100. 0.0 200. 0. 0. 0. 0. 200. 0.0 100. 0. 0. 0. 0. 100. 22 1210 ANGOSTURA DRAIN 0.0 700. 0. 900. 0.0 0. 500. 0.0 150. 0. 250. 0. 0. 100. 0.0 200. 0. 300. 0. 0. 200. 0.0 100. 0. 200. 0. 0. 100. 23 1220 WW#18 RINCON CANAL 0.0 700. 0. 0. 0.0 0. 500. 0.0 150. 0. 0. 0. 0. 100. 0.0 200. 0. 0. 0. 0. 200. 0.0 100. 0. 0. 0. 0. 100. 24 1230 RIO GRANDE AT TONUCO 0.0 700. 0. 0. 0.0 0. 500. 0.0 150. 0. 0. 0. 0. 100. 0.0 200. 0. 0. 0. 0. 200. 0.0 100. 0. 0. 0. 0. 100. 25 1234 RINCON DRAIN 0.0 700. 0. 1500. 0.0 0. 500. 0.0 150. 0. 400. 0. 0. 100. 0.0 200. 0. 500. 0. 0. 200. 0.0 100. 0. 300. 0. 0. 100. 26 1250 RIO GRANDE ABV LEASBURG 0.0 700. 0. 0. 0.0 900. 500. 0.0 150. 0. 0. 0. 250. 100. 0.0 200. 0. 0. 0. 300. 200. 0.0 100. 0. 0. 0. 200. 100. 27 2010 LEASBURG DIVERSION 0.0 700. 0. 0. 0.0 0. 500. 0.0 150. 0. 0. 0. 0. 100. 0.0 200. 0. 0. 0. 0. 200. 0.0 100. 0. 0. 0. 0. 100. 28 2020 WW#1A LEASBURG CANAL 0.0 700. 0. 0. 0.0 0. 500. 0.0 150. 0. 0. 0. 0. 100. 0.0 200. 0. 0. 0. 0. 200. 0.0 100. 0. 0. 0. 0. 100. 29 2030 WW#1 LEASBURG CANAL 0.0 700. 0. 0. 0.0 0. 500. 0.0 150. 0. 0. 0. 0. 100. 0.0 200. 0. 0. 0. 0. 200. 0.0 100. 0. 0. 0. 0. 100. 30 2040 RIO GRNDE BLW LEASBURG 0.0 700. 0. 0. 0.0 0. 500. 0.0 150. 0. 0. 0. 0. 100. 0.0 200. 0. 0. 0. 0. 200. 0.0 100. 0. 0. 0. 0. 100. 31 2050 SELDEN DRAIN 0.0 700. 0. 0. 0.0 1500. 500. 0.0 150. 0. 0. 0. 400. 100. 0.0 200. 0. 0. 0. 500. 200. 0.0 100. 0. 0. 0. 300. 100. 32 2060 LEASBURG OPER SPILLS 0.0 900. 0. 0. 0.0 620. 500. 0.0 250. 0. 0. 0. 140. 100. 0.0 300. 0. 0. 0. 210. 200. 0.0 200. 0. 0. 0. 110. 100. 33 2070 WW#2A HILL LATERAL 0.0 900. 0. 0. 0.0 0. 500. 0.0 250. 0. 0. 0. 0. 100. 0.0 300. 0. 0. 0. 0. 200. 0.0 200. 0. 0. 0. 0. 100. 34 2080 WW#3 PICACHO LATERAL 0.0 900. 0. 0. 0.0 0. 500. 0.0 250. 0. 0. 0. 0. 100. 0.0 300. 0. 0. 0. 0. 200. 0.0 200. 0. 0. 0. 0. 100. 35 2090 WW#5 LEASBURG CANAL 0.0 900. 0. 0. 0.0 0. 500. 0.0 250. 0. 0. 0. 0. 100. 0.0 300. 0. 0. 0. 0. 200. 0.0 200. 0. 0. 0. 0. 100. 36 2100 WW#8 TAYLER LATERAL 0.0 900. 0. 0. 0.0 0. 500. 0.0 250. 0. 0. 0. 0. 100. 0.0 300. 0. 0. 0. 0. 200. 0.0 200. 0. 0. 0. 0. 100. 37 2110 RIO GRNDE AT PICACHO BR 0.0 900. 0. 0. 0.0 900. 500. 0.0 250. 0. 0. 0. 250. 100. 0.0 300. 0. 0. 0. 300. 200. 0.0 200. 0. 0. 0. 200. 100. 38 2120 WW#11 MESILLA LATERAL 0.0 900. 0. 0. 0.0 0. 500. 0.0 250. 0. 0. 0. 0. 100. 0.0 300. 0. 0. 0. 0. 200. 0.0 200. 0. 0. 0. 0. 100. 39 2130 LAS CRUCES WWTP OUTFALL 0.0 900. 0. 0. 0.0 0. 500. 0.0 250. 0. 0. 0. 0. 100. 0.0 300. 0. 0. 0. 0. 200. 0.0 200. 0. 0. 0. 0. 100. 40 2140 WW#40 PICACHO LATERAL 0.0 900. 0. 0. 0.0 0. 500. 0.0 250. 0. 0. 0. 0. 100. 0.0 300. 0. 0. 0. 0. 200. 0.0 200. 0. 0. 0. 0. 100. 41 2150 WW#12 CLARK LATERAL 0.0 900. 0. 0. 0.0 0. 500. 0.0 250. 0. 0. 0. 0. 100. 0.0 300. 0. 0. 0. 0. 200. 0.0 200. 0. 0. 0. 0. 100. 42 2160 PICACHO DRAIN 0.0 900. 0. 0. 0.0 1500. 500. 0.0 250. 0. 0. 0. 400. 100. 0.0 300. 0. 0. 0. 500. 200. 0.0 200. 0. 0. 0. 300. 100. 43 2170 WW#13 CALIFORNIA EXTENS 0.0 900. 0. 0. 0.0 0. 500. 0.0 250. 0. 0. 0. 0. 100. 0.0 300. 0. 0. 0. 0. 200. 0.0 200. 0. 0. 0. 0. 100. 44 2180 MESILLA DIVERSION DAM 0.0 900. 0. 0. 0.0 0. 500. 0.0 250. 0. 0. 0. 0. 100. 0.0 300. 0. 0. 0. 0. 200. 0.0 200. 0. 0. 0. 0. 100. 45 2190 RIO GRANDE BL MESILLA 0.0 900. 0. 0. 0.0 0. 500. 0.0 250. 0. 0. 0. 0. 100. 0.0 300. 0. 0. 0. 0. 200. 0.0 200. 0. 0. 0. 0. 100. 46 2200 MESILLA DRAIN (NOT RIO 0.0 900. 0. 0. 0.0 0. 500. 0.0 250. 0. 0. 0. 0. 100. 0.0 300. 0. 0. 0. 0. 200. 0.0 200. 0. 0. 0. 0. 100. 47 2210 MESILLA OPER SPILLS 0.0 900. 0. 0. 0.0 620. 500. 0.0 250. 0. 0. 0. 140. 100. 0.0 300. 0. 0. 0. 210. 200. 0.0 200. 0. 0. 0. 110. 100. 48 2220 SANTO TOMAS RIVER DRAIN 0.0 900. 0. 0. 0.0 0. 500. 0.0 250. 0. 0. 0. 0. 100. 0.0 300. 0. 0. 0. 0. 200. 0.0 200. 0. 0. 0. 0. 100. 49 2230 WW#25 SANTO TOMAS RIV D 0.0 900. 0. 0. 0.0 0. 500. 0.0 250. 0. 0. 0. 0. 100. 0.0 300. 0. 0. 0. 0. 200. 0.0 200. 0. 0. 0. 0. 100. 50 2240 WW#26 UPER CHAMBERINO L 0.0 900. 0. 0. 0.0 0. 500. 0.0 250. 0. 0. 0. 0. 100. 0.0 300. 0. 0. 0. 0. 200. 0.0 200. 0. 0. 0. 0. 100. 51 2250 WW#16b BRAZITO LATERAL 0.0 900. 0. 0. 0.0 0. 500. 0.0 250. 0. 0. 0. 0. 100. 0.0 300. 0. 0. 0. 0. 200. 0.0 200. 0. 0. 0. 0. 100. 52 2260 WW#18 EASTSIDE CANAL 0.0 900. 0. 0. 0.0 0. 500. 0.0 250. 0. 0. 0. 0. 100. 0.0 300. 0. 0. 0. 0. 200. 0.0 200. 0. 0. 0. 0. 100. 53 2270 RIO GRNDE @ VADO BRIDGE 0.0 900. 0. 0. 0.0 900. 500. 0.0 250. 0. 0. 0. 250. 100. 0.0 300. 0. 0. 0. 300. 200. 0.0 200. 0. 0. 0. 200. 100. 54 2280 DEL RIO DRAIN 0.0 900. 0. 0. -120.7 1438. 500. 0.0 250. 0. 0. 0. 300. 100. 0.0 300. 0. 0. 0. 370. 200. 0.0 200. 0. 0. 0. 220. 100. 55 2290 WW#19 THREE SAINTS LATE 0.0 900. 0. 0. 0.0 0. 500. 0.0 250. 0. 0. 0. 0. 100. 0.0 300. 0. 0. 0. 0. 200. 0.0 200. 0. 0. 0. 0. 100. 56 2300 CHAMBERINO DRAIN (LA ME 0.0 900. 0. 0. 0.0 0. 500. 0.0 250. 0. 0. 0. 0. 100. 0.0 300. 0. 0. 0. 0. 200. 0.0 200. 0. 0. 0. 0. 100. 57 2310 WW#29 CHAMBERINO EAST L 0.0 900. 0. 0. 0.0 0. 500. 0.0 250. 0. 0. 0. 0. 100. 0.0 300. 0. 0. 0. 0. 200. 0.0 200. 0. 0. 0. 0. 100. 58 2320 WW#30 CHAMBERINO EAST L 0.0 900. 0. 0. 0.0 0. 500. 0.0 250. 0. 0. 0. 0. 100. 0.0 300. 0. 0. 0. 0. 200. 0.0 200. 0. 0. 0. 0. 100. 59 2330 LA MESA DRAIN 0.0 900. 0. 0. -95.7 1515. 500. 0.0 250. 0. 0. 0. 350. 100. 0.0 300. 0. 0. 0. 440. 200. 0.0 200. 0. 0. 0. 260. 100. 60 2340 WW#31 LA UNION MAIN CAN 0.0 900. 0. 0. 0.0 0. 500. 0.0 250. 0. 0. 0. 0. 100. 0.0 300. 0. 0. 0. 0. 200. 0.0 200. 0. 0. 0. 0. 100. 61 2350 WW#20 THREE SAINTS W LA 0.0 900. 0. 0. 0.0 0. 500. 0.0 250. 0. 0. 0. 0. 100. 0.0 300. 0. 0. 0. 0. 200. 0.0 200. 0. 0. 0. 0. 100. 62 2360 WW#31A WOOD LATERAL 0.0 900. 0. 0. 0.0 0. 500. 0.0 250. 0. 0. 0. 0. 100. 0.0 300. 0. 0. 0. 0. 200. 0.0 200. 0. 0. 0. 0. 100. 63 2370 WW#21 THREE SAINTS W LA 0.0 900. 0. 0. 0.0 0. 500. 0.0 250. 0. 0. 0. 0. 100. 0.0 300. 0. 0. 0. 0. 200. 0.0 200. 0. 0. 0. 0. 100. 64 2380 WW#31B JIMINEZ LATERAL 0.0 900. 0. 0. 0.0 0. 500. 0.0 250. 0. 0. 0. 0. 100. 0.0 300. 0. 0. 0. 0. 200. 0.0 200. 0. 0. 0. 0. 100. 65 2390 WW#32 LA UNION EAST LAT 0.0 900. 0. 0. 0.0 0. 500. 0.0 250. 0. 0. 0. 0. 100. 0.0 300. 0. 0. 0. 0. 200. 0.0 200. 0. 0. 0. 0. 100. 66 3010 WW#23 THREE SAINTS E LA 0.0 900. 0. 0. 0.0 0. 500. 0.0 250. 0. 0. 0. 0. 100. 0.0 300. 0. 0. 0. 0. 200. 0.0 200. 0. 0. 0. 0. 100. 67 3020 WW#32A ROWLEY LATERAL 0.0 900. 0. 0. 0.0 0. 500. 0.0 250. 0. 0. 0. 0. 100. 0.0 300. 0. 0. 0. 0. 200. 0.0 200. 0. 0. 0. 0. 100. 68 3025 RIVER PUMPS 0.0 900. 0. 0. 0.0 0. 500. 0.0 250. 0. 0. 0. 0. 100. 0.0 300. 0. 0. 0. 0. 200. 0.0 200. 0. 0. 0. 0. 100. 69 3030 WW#23A TEXAS LATERAL 0.0 900. 0. 0. 0.0 0. 500. 0.0 250. 0. 0. 0. 0. 100. 0.0 300. 0. 0. 0. 0. 200. 0.0 200. 0. 0. 0. 0. 100. 70 3040 ANTHONY DRAIN (EAST DRA 0.0 900. 0. 0. 0.0 0. 500. 0.0 250. 0. 0. 0. 0. 100. 0.0 300. 0. 0. 0. 0. 200. 0.0 200. 0. 0. 0. 0. 100. 71 3045 ANTHONY WASTEWATER 0.0 900. 0. 0. 0.0 0. 500. 0.0 250. 0. 0. 0. 0. 100. 0.0 300. 0. 0. 0. 0. 200. 0.0 200. 0. 0. 0. 0. 100. 72 3050 EAST DRAIN 0.0 900. 0. 0. -362.3 2690. 500. 0.0 250. 0. 0. 0. 440. 100. 0.0 300. 0. 0. 0. 700. 200. 0.0 200. 0. 0. 0. 380. 100. 73 3060 RIO GRNDE @ VINTON BRID 0.0 900. 0. 0. 0.0 900. 500. 0.0 250. 0. 0. 0. 250. 100. 0.0 300. 0. 0. 0. 300. 200. 0.0 200. 0. 0. 0. 200. 100. 74 3070 WW#38b VINTON CUT-OFF L 0.0 900. 0. 0. 0.0 0. 500. 0.0 250. 0. 0. 0. 0. 100. 0.0 300. 0. 0. 0. 0. 200. 0.0 200. 0. 0. 0. 0. 100. 75 3080 VINTON RIVER DRAIN 0.0 900. 0. 0. 0.0 0. 500. 0.0 250. 0. 0. 0. 0. 100. 0.0 300. 0. 0. 0. 0. 200. 0.0 200. 0. 0. 0. 0. 100. 76 3090 RIO GRNDE @ CANUTILLO B 0.0 900. 0. 0. 0.0 900. 500. 0.0 250. 0. 0. 0. 250. 100. 0.0 300. 0. 0. 0. 300. 200. 0.0 200. 0. 0. 0. 200. 100. 77 3100 WW#34 CANUTILLO LATERAL 0.0 900. 0. 0. 0.0 0. 500. 0.0 250. 0. 0. 0. 0. 100. 0.0 300. 0. 0. 0. 0. 200. 0.0 200. 0. 0. 0. 0. 100. 78 3110 WW#34A PENCE LATERAL 0.0 900. 0. 0. 0.0 0. 500. 0.0 250. 0. 0. 0. 0. 100. 0.0 300. 0. 0. 0. 0. 200. 0.0 200. 0. 0. 0. 0. 100. 79 3120 WW#35 COMBINED LA UNION 0.0 900. 0. 0. 0.0 0. 500. 0.0 250. 0. 0. 0. 0. 100. 0.0 300. 0. 0. 0. 0. 200. 0.0 200. 0. 0. 0. 0. 100. 80 3130 WW#35C SCHUTZ LATERAL 0.0 900. 0. 0. 0.0 0. 500. 0.0 250. 0. 0. 0. 0. 100. 0.0 300. 0. 0. 0. 0. 200. 0.0 200. 0. 0. 0. 0. 100. 81 3140 WW#36 MONTOYA LATERAL 0.0 900. 0. 0. 0.0 0. 500. 0.0 250. 0. 0. 0. 0. 100. 0.0 300. 0. 0. 0. 0. 200. 0.0 200. 0. 0. 0. 0. 100. 82 3160 WW#38 MONTOYA LATERAL 0.0 900. 0. 0. 0.0 0. 500. 0.0 250. 0. 0. 0. 0. 100. 0.0 300. 0. 0. 0. 0. 200. 0.0 200. 0. 0. 0. 0. 100. 83 3170 MONTOYA INTERCEPTOR DRA 0.0 900. 0. 0. 0.0 0. 500. 0.0 250. 0. 0. 0. 0. 100. 0.0 300. 0. 0. 0. 0. 200. 0.0 200. 0. 0. 0. 0. 100. 84 3180 MONTOYA DRAIN 0.0 900. 0. 0. -417.5 3167. 500. 0.0 250. 0. 0. 0. 400. 100. 0.0 300. 0. 0. 0. 580. 200. 0.0 200. 0. 0. 0. 340. 100. 85 3190 RIO GRNDE @ EL PASO (CO 0.0 1000. 0. 0. 0.0 1000. 500. 0.0 250. 0. 0. 0. 250. 100. 0.0 300. 0. 0. 0. 300. 200. 0.0 200. 0. 0. 0. 200. 100. 86 3200 NORTHWEST WWTP OUTFALL 0.0 1000. 0. 0. 0.0 0. 500. 0.0 250. 0. 0. 0. 0. 100. 0.0 300. 0. 0. 0. 0. 200. 0.0 200. 0. 0. 0. 0. 100. 87 3210 AMERICAN CANAL 0.0 1000. 0. 0. 0.0 0. 500. 0.0 250. 0. 0. 0. 0. 100. 0.0 300. 0. 0. 0. 0. 200. 0.0 200. 0. 0. 0. 0. 100. 88 3220 RIO GRNDE B AMERICAN DA 0.0 1000. 0. 0. 0.0 0. 500. 0.0 250. 0. 0. 0. 0. 100. 0.0 300. 0. 0. 0. 0. 200. 0.0 200. 0. 0. 0. 0. 100. 89 3230 INTERNATIONAL DIVER DAM 0.0 1000. 0. 0. 0.0 0. 500. 0.0 250. 0. 0. 0. 0. 100. 0.0 300. 0. 0. 0. 0. 200. 0.0 200. 0. 0. 0. 0. 100. 90 3240 WW#1 AMERICAN CANAL 0.0 1000. 0. 0. 0.0 1000. 500. 0.0 250. 0. 0. 0. 250. 100. 0.0 300. 0. 0. 0. 300. 200. 0.0 200. 0. 0. 0. 200. 100. 91 3270 CUIDAD JUAREZ SEWAGE OU 0.0 1000. 0. 0. 0.0 0. 500. 0.0 250. 0. 0. 0. 0. 100. 0.0 300. 0. 0. 0. 0. 200. 0.0 200. 0. 0. 0. 0. 100. 92 3280 HASKALL ST WWTP OUTFALL 0.0 1000. 0. 0. 0.0 0. 500. 0.0 250. 0. 0. 0. 0. 100. 0.0 300. 0. 0. 0. 0. 200. 0.0 200. 0. 0. 0. 0. 100. 93 3290 ASCARATE WASTEWAY 0.0 1000. 0. 0. 0.0 1000. 500. 0.0 250. 0. 0. 0. 250. 100. 0.0 300. 0. 0. 0. 300. 200. 0.0 200. 0. 0. 0. 200. 100. 94 3300 RIVERSIDE DIVERSION DAM 0.0 1000. 0. 0. 0.0 1000. 500. 0.0 250. 0. 0. 0. 250. 100. 0.0 300. 0. 0. 0. 300. 200. 0.0 200. 0. 0. 0. 200. 100. 95 3310 JONATHAN ROGERS WTP 0.0 1000. 0. 0. 0.0 0. 500. 0.0 250. 0. 0. 0. 0. 100. 0.0 300. 0. 0. 0. 0. 200. 0.0 200. 0. 0. 0. 0. 100.