Highland Park Dam Mitigation Project Appendix C - Partners for ...

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Proposed Cross-Sections Model BT 561 602 598 739 602 596 758 602 596 987 BT 602 595 1013 602 595 1032 602 596 1041 602 BT 594 1052 602 592 1058 602 590 1069 602 588 BT 1079 602 586 1089 602 584 1126 602 595 1132 BT 602 595 1136 602 595 1140 602 595 1144 602 BT 595 1148 602 595 1152 602 595 1156 602 595 BT 1160 602 595 1164 602 595 1168 602 595 1172 BT 602 595 1176 602 595 1180 602 595 1184 602 BT 595 1188 602 595 1192 602 595 1196 602 595 BT 1200 602 595 1204 602 595 1208 602 595 1212 BT 602 595 1215 602 595 1216 602 595 1225 602 BT 595 1248 602 584 1255 602 586 1262 602 588 BT 1266 602 590 1272 602 592 1275 602 594 1278 BT 602 596 1284 602 598 1292 602 600 1374 602 BT 602 X124.551 63 951 1013 53 56 55 GR 616 1 614 23 612 33 610 45 608 203 GR 606 224 604 232 602 243 600 269 598 325 GR 596 353 596 600 596 712 595.8 801 596 882 GR 594 898 592 906 590 912 588 919 586 923 GR 584 929 582 934 580 948 574.55 951 573.95 953 GR573.68 955 573.55 957 573.29 959 573.63 962 573.45 965 GR573.05 968 573.15 971 572.84 975 572.55 978 572.57 981 GR572.56 984 572.37 987 572.6 990 572.46 993 572.68 997 GR572.55 1001 572.85 1004 573.12 1007 573.75 1011 574.55 1013 GR579.37 1021 582 1028 584 1031 586 1034 590 1043 GR 592 1052 594 1060 596 1066 598 1074 600 1080 GR 602 1086 604 1168 606 1179 608 1184 610 1189 GR 612 1195 614 1231 616 1317 * END OF NEW XROSS-SECTIONS * MISSING SHEET (25.21 TO 29; CROSS-SECTIONS S, T,AND U) * INCREASED MANNING'S TO ACCOUNT FOR MISSING CROSS-SECTIONS NC 0.3 0.3 0.2 0.1 0.3 X1 31 25 184 360 3412 3412 3412 GR 600 0 598 20 598 60 618 60 618 90 GR 598 90 596 100 594 110 592 120 591.2 161 GR 591.6 184 576.9 222 574.7 242 570 260 570.9 284 GR 576.2 302 582.2 314 582.8 360 584 550 586 560 GR 588 580 590 590 594 600 596 610 600 620 * DECREASED MANNING'S NC 0.06 0.06 0.03 0.3 0.5 X1 31.1 27 435 520 490 490 490 X3 10 595.3 598 GR 602 0 600 60 598 110 596 190 595.3 260 GR 596 340 597 395 596.8 410 596.2 420 596 430 GR 592.9 435 576.1 449 574.5 470 573.9 490 576.1 494 GR 581.6 520 585 544 586 550 588 580 590 600 GR 590 630 592 640 593.5 650 596 660 598 680 GR 600 700 606 700 SB 1.5 2.9 66.5 0 1545 0.45 575 575 X1 31.2 60 60 60 X2 1 595.4 595.3 X3 10 595.3 598 BT 26 602 602 60 600 600 110 598 598 BT 190 596 596 250 595.3 595.3 340 596 596 395 BT 597 597 410 597.2 596.8 420 597.3 596.2 430 598 BT 596 435 598.5 592.9 435 600.6 595.4 520 601 595.4
Proposed Cross-Sections Model BT 520 601 581.6 544 601.2 585 544 599.2 585 550 BT 599.5 586 580 602 588 600 602.5 590 630 603.4 BT 590 640 603.7 592 650 604 593.5 660 604.3 596 BT 680 605.2 598 700 606 600 700 606 606 * DECREASED MANNING'S NC 0.05 0.05 0.03 0.4 0.6 X1 31.3 50 50 50 NC 0.07 0.07 0.045 0.1 0.3 X1 33 21 67 144 830 830 830 GR 619.5 592.5 67 578 91 575.5 100 573.5 106 GR 576 128 583.3 144 585.3 157 581.9 174 582 210 GR 584 250 586 310 588 320 590 330 592 370 GR 594 400 596 430 596 500 600 520 602 530 GR 604 550 NC 0.07 0.1 0.045 0.1 0.3 X1 35 23 294 357 1690 1690 1690 GR 604 602 30 600 40 598 70 596 100 GR 594 120 592 130 590 140 588 150 586 160 GR 582.4 169 581.9 294 576.1 308 572.1 323 572.1 330 GR 572.1 342 576.1 355 581.1 357 587.1 370 590 400 GR 596 410 600 420 604 430 NC 0.06 0.1 0.04 0.1 0.3 X1 37 16 233 337 1690 1690 1690 GR 604 602 60 600 90 598 160 596 170 GR 594 180 584 183 580 233 576.7 255 575.4 280 GR 576 290 574.7 314 576.7 327 584.4 337 589.4 372 GR 620.2 437 NC 0.08 0.1 0.04 X1 38 22 332 403 1100 1100 1100 GR 604 600 10 596 20 592 90 590 180 GR 588 270 585.2 300 582.3 316 583.4 332 577.1 343 GR 574.1 351 574 360 573.5 374 577.1 390 585.3 403 GR 585.3 407 563.5 428 589.4 452 596 460 598 470 GR 600 520 604 530 NC 0.06 0.06 0.045 0.4 0.6 X1 38.1 27 305 555 180 180 180 * SHEET 9 X3 10 620 620 GR 623.7 604 35 602 45 598 55 592 65 GR 590 75 588 85 586 95 584 115 582.5 145 GR 584 205 586 265 586 305 613.9 305 611.2 306 GR 586.2 355 581.2 385 575 425 575 445 581.9 485 GR 586.7 525 605.4 540 611.5 562 613.9 565 606.8 565 GR 621.3 622 623.7 630 SB 1.25 1.5 3 110 22 6012 2 577 577 X1 38.2 30 30 30 X2 1 613.9 623.7 0.85 X3 10 620 620 BT 18 623.7 623.7 35 623.7 604 45 623.7 602 BT 55 623.7 598 65 623.7 592 75 623.7 590 85 BT 623.7 588 95 623.7 586 115 623.7 584 145 623.7 BT 582.5 205 623.7 584 265 623.7 586 305 623.7 586 BT 305 623.7 613.9 565 623.7 613.9 565 623.7 606.8 622 BT 623.7 621.3 630 623.7 623.7 NC 0.08 0.08 0.045 0.3 0.5 X1 38.3 100 100 100 NC 0.08 0.08 0.045 0.1 0.3
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TETRA TECH, INC. TECHNICAL MEMORAND
Page 3 and 4:
“Original” - The results of the
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“Original” - The results of the
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Figure 3 100-year Flood Event Compa
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* Note: Q = CbH 3/ 2 ft 0.5 C = 3.3
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Figure 6 Rock Dam 1 Cross-Section C
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30 cfs SECTIO N NO. CROSS-SECTION R
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Velocity (ft/sec) Cross-Section (No
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BASE SECTION NO. BASE RIVER MILES P
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ATTACHMENT A 1. Recreated HEC-2 Cod
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ORIGINAL * SHEET 2 BT 20 0 594 594
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ORIGINAL BT 270 599.6 592.4 270 599
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ORIGINAL GR 596 900 600 910 604 910
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ORIGINAL GR 588.7 680 588.4 700 590
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ORIGINAL GR 604 602 10 596 20 592 3
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ORIGINAL BT 736 604.8 596.2 740 604
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ORIGINAL NC 0.07 0.055 0.04 0.1 0.3
Page 69: ATTACHMENT B HEC-2 Code with Existi
Page 72 and 73: Existing Cross-Sections Model GR 58
Page 76 and 77: Existing Cross-Sections Model X3 10
Page 80 and 81: Existing Cross-Sections Model SB 1.
Page 92 and 93: Existing Cross-Sections Model J1 -1
Page 95 and 96: Proposed Cross-Sections Model T1 Ty
Page 97 and 98: Proposed Cross-Sections Model GR 56
Page 101 and 102: Proposed Cross-Sections Model X1 19
Page 107: Proposed Cross-Sections Model GR575
Page 117: Proposed Cross-Sections Model NC 0.
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Highland Park Dam Mitigation Project Appendix C - Partners for ...

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