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Floodgate

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are designed to dissipate the energy from a water flow during reservoir discharge. They are a round pipe section with an adjustable sleeve gate and cone at the discharge end. Flow is varied by moving the sleeve away or towards its cone seat. The design allows high pressure water from the base of a
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most of the time, but in excessive flood conditions they are designed to topple forward, allowing the controlled discharge of water. Multiple fusegates are generally set up side by side, with each fusegate designed to release under progressively extreme flooding, thus minimizing the impact of the
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for Hydroplus (Paris, France), subsidiary of GTM Entrepose. It has been installed on more than 50 dams around the world with sizes ranging from 1 m to more than 9 m in height. Fusegate are typically used to increase the storage capacity of existing dams or to maximize the discharge potential of
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Valves used in floodgate applications have a variety of design requirements and are usually located at the base of dams. Often, the most important requirement (besides regulating flow) is energy dissipation. Since water is very heavy, it exits the base of a dam with the enormous force of water
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are a mechanism designed to provide the controlled release of water in the event of exceptionally large floods. The design consists of free standing blocks (the fusegates) set side by side on a flattened spillway sill. The Fusegate blocks act as a fixed
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used for floodgate discharge. A cone and seat are inside a pipe. Water flows through an annular gap between the pipe and cone when it is moved downstream, away from the seat. Ribs support the bulb assembly and supply air for water jet
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If the rectangular flood gate is submerged below the surface the same equation can be used but only the height from the water surface to the middle of the gate must be used to calculate the force on the flood gate.
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in large levee systems slide sideways to open for various traffic. Bulkhead gates can also be made of other materials and used as a single bulkhead unit. Miter gates are used in ship
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are hollow gate sections that float on water. They are pinned to rotate up or down. Water is allowed into or out of the flotation chamber to adjust the dam's crest height.
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are similar to fixed cone valves, but have an integral collar that discharges water in a narrow stream. They are suitable for heads up to 50 m.
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are large cylinders that move in an angled slot. They are hoisted with a chain and have a cogged design that interfaces with their slot.
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system. Since most of these devices operate by controlling the water surface elevation being stored or routed, they are also known as
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are vertical walls with movable, or re-movable, sections. Movable sections can be lifted to allow water to pass underneath (as in a
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but with a conical restriction prior to the gate leaf that focuses the water into a jet. They were developed in the 1940s by the
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operation, the flow rate, whether the valve operates above or below water, and the regulation of precision and cost.
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pushing from above. Unless this energy is dissipated, the flow can erode nearby rock and soil and damage structures.
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are rotary gates consisting of cylindrical sections. They may rotate vertically or horizontally.
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are a vertical design that rotates up to allow water to pass underneath. Low friction
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seen in regular gate valves. Jet flow gates are able to handle heads up to 150 m.
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US Army Corps of Engineers. (31 July 1995). Engineering manual 1110-2-2607,
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length = the horizontal length of a rectangular floodgate measured in metres
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floodwater on the river downstream. The System was invented and patented by
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height = the height of a non-submerged flood gate from the bottom of the
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The force on a rectangular flood gate can be calculated by the following
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to the surrounding environment. Fixed cone valves are able to handle
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when the main river or canal is approaching a flood stage.
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and usually close at an 18° angle to approximate an arch.
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to set the dam's crest height. Some floodgates known as
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Other design requirements include taking into account
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to allow fine control of discharge flow without the
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Archived from 480:United States Bureau of Reclamation 48:floodgates created to protect from 24: 912:Integrated coastal zone management 25: 1220: 837: 831:Chapter 5, Overview of gate types 930: 717: 703: 443:to be released without causing 1204:Water transport infrastructure 797: 772: 13: 1: 765: 220:Fish belly flap gates at the 343:Clamshell floodgates at the 7: 1168:Modern recession of beaches 696: 637:acceleration due to gravity 629:of fresh water (1000 kg/m); 10: 1225: 819: 603:{\displaystyle =\rho gh\,} 490: 270:Tainter gates and spillway 208:US Army Corps of Engineers 133:or wooden panels known as 91:, to adjust flow rates in 36:Floodgate (disambiguation) 29: 1135: 1092: 939: 928: 887: 506:Opened floodgates at the 408: 1153:Geotechnical engineering 170:gate at Harlan, Kentucky 114: 1122:Sand dune stabilization 833:. Retrieved 2008-04-14. 376:Typical fusegate sketch 604: 554: 553:{\displaystyle \ F=pA} 518: 420: 394: 377: 368:undersized spillways. 348: 334: 302: 289: 271: 261: 225: 211: 171: 157: 53: 34:. For other uses, see 711:United Kingdom portal 605: 555: 508:Merikoski Power Plant 505: 418: 385: 375: 342: 329:A roller gate on the 328: 297: 287: 269: 256: 219: 205: 190:fish-belly flap gates 165: 153:A sluice gate on the 152: 44: 1074:Van der Meer formula 780:"Fusegate Operation" 639:on Earth (9.8 m/s ); 584: 570:= force measured in 532: 1163:Longshore transport 979:Cliff stabilization 902:Coastal engineering 758:Oosterscheldekering 365:François Lempérière 1173:Stream restoration 1024:Honeycomb sea wall 907:Coastal management 881:Coastal management 600: 550: 519: 421: 395: 378: 349: 335: 303: 290: 272: 262: 247:hydrostatic forces 226: 212: 178:Hinged crest gates 172: 158: 54: 1181: 1180: 1117:Living shorelines 1112:Dynamic revetment 1102:Beach nourishment 1029:Hudson's equation 537: 503: 455:Hollow jet valves 436:Fixed cone valves 406: 405: 87:crest heights in 16:(Redirected from 1216: 1158:Land reclamation 1127:Soft engineering 1094:Soft engineering 1019:Hard engineering 941:Hard engineering 934: 874: 867: 860: 851: 850: 813: 812: 801: 795: 794: 792: 791: 776: 727: 725:Transport portal 722: 721: 713: 708: 707: 706: 609: 607: 606: 601: 559: 557: 556: 551: 535: 504: 298:Drum gates on a 119: 118: 21: 1224: 1223: 1219: 1218: 1217: 1215: 1214: 1213: 1184: 1183: 1182: 1177: 1148:Coastal erosion 1143:Beach evolution 1131: 1088: 964:Artificial reef 935: 926: 917:Managed retreat 883: 878: 840: 822: 817: 816: 803: 802: 798: 789: 787: 778: 777: 773: 768: 723: 716: 709: 704: 702: 699: 585: 582: 581: 533: 530: 529: 495: 493: 474:, similar to a 466:Ring jet valves 411: 317:Clamshell gates 182:hydraulic power 117: 109:detention basin 39: 28: 23: 22: 15: 12: 11: 5: 1222: 1212: 1211: 1209:Flood barriers 1206: 1201: 1196: 1179: 1178: 1176: 1175: 1170: 1165: 1160: 1155: 1150: 1145: 1139: 1137: 1136:Related topics 1133: 1132: 1130: 1129: 1124: 1119: 1114: 1109: 1107:Beach drainage 1104: 1098: 1096: 1090: 1089: 1087: 1086: 1081: 1076: 1071: 1066: 1061: 1056: 1051: 1046: 1041: 1036: 1031: 1026: 1021: 1016: 1011: 1006: 1001: 996: 991: 986: 981: 976: 971: 966: 961: 956: 951: 945: 943: 937: 936: 929: 927: 925: 924: 919: 914: 909: 904: 899: 893: 891: 885: 884: 877: 876: 869: 862: 854: 848: 847: 844:DeltaWorks.Org 839: 838:External links 836: 835: 834: 821: 818: 815: 814: 809:Justia Patents 796: 770: 769: 767: 764: 763: 762: 761: 760: 750: 748:Thames Barrier 745: 740: 735: 729: 728: 714: 698: 695: 690: 689: 688: 687: 686: 685: 678: 675: 669:measured in m 652: 651: 650: 649: 648: 647: 646: 640: 630: 598: 595: 592: 589: 575: 561: 560: 549: 546: 543: 540: 492: 489: 488: 487: 469: 463: 462:stabilization. 457:are a type of 452: 410: 407: 404: 403: 397: 396: 379: 369: 351: 350: 336: 322: 321: 320: 314: 305: 304: 291: 281: 274: 273: 263: 250: 228: 227: 213: 199: 198: 197: 194: 191: 188: 174: 173: 159: 146: 123:Bulkhead gates 116: 113: 65:flood barriers 59:, also called 26: 9: 6: 4: 3: 2: 1221: 1210: 1207: 1205: 1202: 1200: 1197: 1195: 1192: 1191: 1189: 1174: 1171: 1169: 1166: 1164: 1161: 1159: 1156: 1154: 1151: 1149: 1146: 1144: 1141: 1140: 1138: 1134: 1128: 1125: 1123: 1120: 1118: 1115: 1113: 1110: 1108: 1105: 1103: 1100: 1099: 1097: 1095: 1091: 1085: 1082: 1080: 1077: 1075: 1072: 1070: 1069:Training wall 1067: 1065: 1062: 1060: 1057: 1055: 1052: 1050: 1047: 1045: 1042: 1040: 1037: 1035: 1032: 1030: 1027: 1025: 1022: 1020: 1017: 1015: 1012: 1010: 1007: 1005: 1002: 1000: 997: 995: 992: 990: 987: 985: 982: 980: 977: 975: 972: 970: 967: 965: 962: 960: 957: 955: 952: 950: 947: 946: 944: 942: 938: 933: 923: 920: 918: 915: 913: 910: 908: 905: 903: 900: 898: 895: 894: 892: 890: 886: 882: 875: 870: 868: 863: 861: 856: 855: 852: 845: 842: 841: 832: 828: 824: 823: 810: 806: 800: 786:on 2013-10-23 785: 781: 775: 771: 759: 756: 755: 754: 751: 749: 746: 744: 741: 739: 738:Tidal barrage 736: 734: 733:Flood barrier 731: 730: 726: 720: 715: 712: 701: 694: 683: 679: 676: 673: 672: 671: 670: 668: 664: 660: 656: 653: 644: 641: 638: 634: 631: 628: 624: 621: 620: 618: 617: 616: 615: 613: 596: 593: 590: 587: 579: 576: 573: 569: 566: 565: 564: 547: 544: 541: 538: 528: 527: 526: 524: 517: 513: 509: 485: 481: 477: 473: 472:Jet flow gate 470: 467: 464: 460: 456: 453: 450: 446: 442: 437: 434: 433: 432: 430: 429:pressure head 425: 417: 413: 402: 399: 398: 393: 389: 384: 380: 374: 370: 366: 361: 356: 353: 352: 346: 345:Arrowrock Dam 341: 337: 332: 327: 323: 318: 315: 312: 309: 308: 307: 306: 301: 300:diversion dam 296: 292: 286: 282: 279: 276: 275: 268: 264: 259: 255: 251: 248: 244: 241: 237: 236:Tainter gates 233: 230: 229: 223: 222:Scrivener Dam 218: 214: 209: 204: 200: 196:Pelican gates 195: 193:Bascule gates 192: 189: 186: 185: 183: 179: 176: 175: 169: 164: 160: 156: 151: 147: 144: 140: 136: 132: 128: 124: 121: 120: 112: 110: 106: 102: 98: 94: 90: 86: 82: 78: 74: 70: 66: 62: 58: 51: 47: 43: 37: 33: 19: 993: 808: 799: 788:. Retrieved 784:the original 774: 691: 682:water column 654: 642: 632: 622: 610:measured in 580:= pressure 577: 567: 562: 520: 471: 465: 459:needle valve 454: 451:up to 300 m. 435: 426: 422: 412: 400: 388:Terminus Dam 386:Fusegate in 354: 316: 311:Roller gates 310: 277: 258:Tainter gate 232:Radial gates 231: 177: 155:Harran canal 134: 122: 104: 60: 56: 55: 753:Delta Works 401:Mitre gates 392:Lake Kaweah 331:Mississippi 135:flashboards 127:sluice gate 105:crest gates 101:storm surge 1188:Categories 989:Flood wall 974:Breakwater 922:Submersion 889:Management 790:2013-11-21 766:References 743:Canal lock 484:cavitation 476:gate valve 278:Drum gates 224:, Canberra 168:flood wall 61:stop gates 57:Floodgates 18:Flood gate 1199:Hydrology 1049:Revetment 994:Floodgate 969:Breachway 954:Accropode 897:Accretion 659:rectangle 657:= area = 591:ρ 355:Fusegates 187:flap gate 69:reservoir 1064:Tetrapod 697:See also 523:equation 243:bearings 240:trunnion 139:coupures 131:stoplogs 85:spillway 1059:Seawall 949:A-Jacks 820:Sources 665:× 635:is the 627:density 625:is the 619:where: 572:newtons 563:where: 516:Finland 491:Physics 445:erosion 260:diagram 93:sluices 50:typhoon 32:Coupure 1054:Riprap 1004:Groyne 999:Gabion 674:where: 667:height 663:length 623:ρ 612:pascal 536:  409:Valves 97:canals 77:stream 52:surges 1084:Xbloc 1079:Wharf 1034:KOLOS 1014:Levee 1009:Jetty 984:Dolos 959:Akmon 614:(Pa) 449:heads 143:locks 115:Types 81:levee 79:, or 73:river 46:Tokyo 1194:Dams 1044:Pier 1039:Mole 512:Oulu 360:weir 95:and 89:dams 574:(N) 510:in 441:dam 1190:: 829:, 807:. 661:: 525:: 514:, 390:- 333:. 206:A 166:A 75:, 71:, 67:, 873:e 866:t 859:v 811:. 793:. 655:A 643:h 633:g 597:h 594:g 588:= 578:p 568:F 548:A 545:p 542:= 539:F 347:. 38:. 20:)

Index

Flood gate
Coupure
Floodgate (disambiguation)

Tokyo
typhoon
flood barriers
reservoir
river
stream
levee
spillway
dams
sluices
canals
storm surge
detention basin
sluice gate
stoplogs
coupures
locks

Harran canal

flood wall
hydraulic power

US Army Corps of Engineers

Scrivener Dam

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