C C 7 C ************FILE NAME : COY A (BAY260)************ C 0 STARTING WATER SURFACE USED IS 4.7 FOR MHHW & 8.5 FOR HET AT BAY C 0 28000 CFS D/S CONFLUENCE W/GUADALUPE AND Q1% OR Q10% U/S C 8000 STATION JUST UPSTREAM OF ALVISO SLOUGH C 16000 MUD SLOUGH ENTERS COYOTE CREEK C 22160 UPSTREAM FACE OF SPRR BRIDGE C 26750 BEGIN LEVEE ON SOUTHWEST BANK @ STA 27000 T1 COYOTE CREEK - BAY TO CONFLUENCE AT BEGINNING OF BYPASS CHANNEL T2 X-SECT INFO FROM BAYLAND PLANNING STUDY (71) AND COYOTE CREEK STUDY (68) T3 MHHW=4.7 AND Q1% = 14,500 CFS J1 0 2 4.7 J2 1 0 -1 0 0 0 -1 0 J3 38 1 24 23 26 43 3 17 J5 -10 -10 NC .030 .030 .030 .1 .3 QT 2 28000 28000 X1 0 11 0 6000 0 GR 4.6 0 -9.5 400 -15.5 600 -9.5 1000 -5.5 1200 GR -5.5 2000 -9.5 2400 -14.5 2800 -9.5 3000 -4 4100 GR -2.2 6000 X1 2000 10 120 5500 2100 1950 2000 GR 9.5 120 5.8 200 4.6 1000 -2.9 2000 -9.5 2600 GR -11.5 3000 -9.5 3300 -5 4100 3.9 5100 9.5 5500 X1 4000 8 200 4550 2000 2000 2000 GR 8.9 200 5 300 2.5 1600 -5.5 2400 -11.5 3500 GR -3 4300 4 4450 8.8 4550 X1 6000 8 1000 4350 2850 1600 2000 GR 8.8 1000 4.2 1200 2.5 1800 -9.5 3000 -16.5 3500 GR -9.5 3800 4 4150 8.9 4350 X1 8000 6 1550 4800 2100 2100 2000 GR 8.4 1550 4 1700 -10 2600 -9.5 3700 2 4300 GR 6.9 4800 QT 2 14500 8300 X1 10000 7 1600 4100 2000 2000 2000 GR 9.2 1600 3 1750 -9.5 2200 -4 3000 -8 3700 GR 3 4000 8.6 4100 X1 14000 8 1600 4650 4000 4000 4000 GR 9.3 1600 3 1800 -9.5 2500 -3 3000 -8 3400 GR -3 3700 4 4500 8.2 4650 X1 16000 8 1700 4800 2950 1000 2000 GR 9.3 1700 4 1800 -6 2400 -2.5 2900 -9.5 3400 GR .3 3700 4 4700 9.3 4800 X1 18000 7 2600 3650 2200 2400 2000 GR 7.9 2600 -2 2800 -12 3100 -12 3200 -5 3300 GR 4 3500 9.1 3650 X1 20000 8 2550 3900 2000 2200 2000 GR 7.9 2550 4 2600 -2 2750 -11 3100 -11 3200 GR -2 3250 3.5 3800 8.7 3900 X1 21000 9 2500 4850 950 1600 1000 GR 8.5 2500 4 2600 -2 2750 -10 3050 -10 3150 GR -4 3250 4 3300 4.5 4750 9.9 4850 NC .035 .035 .035 X122000. 9 2400 5250 600 700 700 GR 8.5 2400 4 2600 -2 2750 -10 3050 -10 3150 GR -4 3250 4 3300 4.5 5200 9.9 5250 X122160. 7. 500. 1130. 160. 160. 160. X3 10. GR 3.3 500. 1.6 720. -2.9 800. -8.5 900. -7.5 970. GR -10. 1060. 3.0 1130. SB .90 1.28 3.0 600. 220. 63. 3600. 6. -10 -10 X122180. 7. 500. 1130. 20. 20. 20. X2 1 4.7 7.3 X3 10 7.3 7.3 GR 3.3 500. 1.6 720. -2.9 800. -8.5 900. -7.5 970. GR -10. 1060. 3.0 1130. X122400. 19. 310. 1280. 340. 300. 200. X310. GR 8.4 310. 4.7 330. 4.5 380. 1.3 400. 4.8 410. GR 4.9 550. 3.3 560. 3.3 635. 1.6 700. -2.9 780. GR -8.5 925. -7.5 1020. -9.0 1170. -1.3 1235. 1.6 1240. GR 3.9 1250. 3.5 1265. 8.1 1280. 2.1 1310. X123300. 18. 505. 1435. 810. 1050. 1000. X310. GR 3.7 490. 9.0 505. 9.1 515. 4.9 530. 5.6 570. GR 4.5 575. 2.5 730. -0.3 790. -9.0 900. -7.5 1070. GR -2.2 1210. 2.2 1320. 3.0 1370. 5.4 1380. 4.9 1425. GR 8.5 1435. 7.3 1455. 4.4 1475. X124300. 19. 615. 1670. 1000. 1030. 1000. X310. GR 3.1 570. 8.0 615. 5.1 640. 5.3 670. 4.1 680. GR 4.3 710. -1.9 790. -8.0 820. -2.0 900. -6.5 1100. GR -5.5 1250. -3.6 1340. 2.2 1430. 2.3 1580. 5.3 1600. GR 4.9 1640. 8.0 1660. 8.6 1670. 4.0 1700. X125300. 15. 670. 1500. 1000. 900. 1000. X310. GR 3.9 650. 9.4 670. 9.4 690. 5.3 700. 5.5 740. GR 2.7 790. -2.4 840. -6.0 1000. -2.5 1105. -0.5 1150. GR 4.3 1170. 4.9 1440. -1.0 1470. -4.4 1500. 8.5 1500. X126200. 21. 870. 1570. 920. 870. 900. X3 10. GR 4.0 835. 4.1 850. 10.1 870. 4.9 895. 5.0 925. GR -0.3 935. -3.2 950. -7.0 1000. -3.2 1070. 3.5 1080. GR 4.3 1240. -0.5 1250. -2.7 1280. -4.6 1370. 2.1 1505. GR 5.1 1515. 5.3 1555. 9.0 1570. 8.5 1590. 3.2 1605. GR 1.5 1900. X126750. 20. 875. 1575. 670. 500. 570. X3 10. GR 2.2 850. 2.1 860. 10.0 875. 7.7 890. 3.6 910. GR 4.0 935. -2.4 950. -7.5 1000. -2.4 1070. 2.7 1080. GR 2.8 1280. -1.9 1295. -5.8 1395. 0.5 1505. 3.3 1510. GR 3.6 1560. 10.0 1575. 3.6 1595. 2.2 1610. 1.5 1750. X127300. 22. 850. 1925. 850. 550. 500. X310. GR 2.5 500. 3.0 840. 7.5 850. 7.3 875. 3.2 910. GR 3.6 920. -2.2 925. -4.0 930. -8.0 1000. -4.1 1060. GR 3.3 1070. 2.8 1290. -3.6 1300. -2.7 1340. 2.4 1350. GR 2.2 1690. -2.5 1700. -2.9 1770. 2.3 1850. 4.5 1860. GR 13.0 1925. 2.7 1950. EJ T1 COYOTE CREEK - BAY TO CONFLUENCE AT BEGINNING OF BYPASS CHANNEL T2 X-SECT INFO FROM BAYLAND PLANNING STUDY (71) AND COYOTE CREEK STUDY (68) T3 HET=8.5 @ BAY AND Q10% = 8300 CFS J1 3 8.5 J2 15 0 -1 ER