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Weir

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670:—can submerge a person indefinitely. This phenomenon is so well known to canoeists, kayakers, and others who spend time on rivers that they even have a rueful name for weirs: "drowning machines". The Ohio DNR recommends that a victim should "tuck the chin down, draw the knees up to the chest with arms wrapped around them. Hopefully, conditions will be such that the current will push the victim along the bed of the river until swept beyond the boil line and released by the hydraulic." The Pennsylvania State Police also recommends to victims, "curl up, dive to the bottom, and swim or crawl downstream". As the hydraulic jump entrains air, the buoyancy of the water between the dam and boil line will be reduced by upward of 30%, and if a victim is unable to float, escape at the base of the dam may be the only option for survival. 710: 558:(or in some cases the height of the weir crest) can be altered to increase or decrease the volume of water flowing downstream. Weirs for this purpose are commonly found upstream of towns and villages and can either be automated or manually operated. By slowing the rate at which water moves downstream even slightly, a disproportionate effect can be had on the likelihood of flooding. On larger rivers, a weir can also alter the flow characteristics of the waterway to the point that vessels are able to navigate areas previously inaccessible due to extreme 766: 734: 50: 802: 786: 686: 536: 65: 649: 583: 157: 628:. Any weir that exceeds either the maximum height a species can jump or creates flow conditions that cannot be bypassed (e.g., due to excessive water velocity) effectively limits the maximum point upstream that fish can migrate. In some cases this can mean that huge lengths of breeding habitat are lost, and over time this can have a significant impact on fish populations. 38: 77: 653: 656: 655: 651: 650: 657: 206:
flows over the top of the weir crest (as opposed to around the sides or through conduits or sluices) and at locations where the water that flows over the crest is carried away from the structure. If these conditions are not met, it can make flow measurement complicated, inaccurate, or even impossible.
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into the design of a weir that ensure that fish can bypass the barriers and access upstream habitats. Unlike dams, weirs do not usually prevent downstream fish migration (as water flows over the top and allows fish to bypass the structure in that water), although they can create flow conditions that
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is a barrier across the width of a river that alters the flow characteristics of water and usually results in a change in the height of the river level. Weirs are also used to control the flow of water for outlets of lakes, ponds, and reservoirs. There are many weir designs, but commonly water flows
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in small to medium-sized streams/rivers or in industrial discharge locations. Since the geometry of the top of the weir is known and all water flows over the weir, the depth of water behind the weir can be converted to a rate of flow. However, this can only be achieved in locations where all water
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A compound weir is any weir that comprises several different designs into one structure. They are commonly seen in locations where a river has multiple users who may need to bypass the structure. A common design would be one where a weir is broad-crested for much of its length, but has a section
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on a large dam may therefore be referred to as a weir. Weirs can vary in size both horizontally and vertically, with the smallest being only a few centimetres in height whilst the largest may be many metres tall and hundreds of metres long. Some common weir purposes are outlined below.
547:, facing downstream. In the background is the smaller secondary "overspill" weir. Two small boats are also visible held against the overspill weir, having been washed against it during a particularly high discharge as a result of meltwater and subsequent rainfall following the 846:(often V-shaped) cut into the panel. At times of normal flow all the water must pass through the notch, simplifying flow volume calculations, and at times of flood the water level can rise and submerge the weir without any alterations made to the structure. 709: 733: 566:. Many larger weirs will have construction features that allow boats and river users to "shoot the weir" and navigate by passing up or down stream without having to exit the river. Weirs constructed for this purpose are especially common on the 426: 82: 79: 180:
and weir are synonymous, but normally there is a clear distinction made between the structures. Usually, a dam is designed specifically to impound water behind a wall, whilst a weir is designed to alter the river flow characteristics.
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are created by a weir that impounds water that then flows over the structure. The energy created by the change in height of the water can then be used to power waterwheels and power sawmills, grinding wheels, and other equipment.
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sites. The oxygen content typically returns to normal once water has passed over the weir crest (although it can be hyper-oxygenated), although increased river velocity can scour the river bed causing erosion and habitat loss.
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As weirs are a physical barrier, they can impede the longitudinal movement of fish and other animals up and down a river. This can have a negative effect on fish species that migrate as part of their breeding cycle (e.g.,
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However, this calculation is a generic relationship and specific calculations are available for the many different types of weir. Flow measurement weirs must be well maintained if they are to remain accurate.
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There are many different types of weirs and they can vary from a simple stone structure that is barely noticeable, to elaborate and very large structures that require extensive management and maintenance.
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Even though the water around weirs can often appear relatively calm, they can be extremely dangerous places to boat, swim, or wade, as the circulation patterns on the downstream side—typically called a
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A broad-crested weir is a flat-crested structure, where the water passes over a crest that covers much or all of the channel width. This is one of the most common types of weir found worldwide.
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weirs are of order one. High-order polynomial weirs are providing wider range of Head-Discharge relationships, and hence better control of the flow at outlets of lakes, ponds, and reservoirs.
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A common distinction between dams and weirs is that water flows over the top (crest) of a weir or underneath it for at least some of its length. Accordingly, the crest of an overflow
685: 331: 862:. In practice, most weirs are low-order polynomial weirs. The standard rectangular weir is, for example, a polynomial weir of order zero. The triangular (V-notch) and 78: 1140: 1459:
McKay, G.R. (1971). "Design of Minimum Energy Culverts." Research Report, Dept of Civil Eng., Univ. of Queensland, Brisbane, Australia, 29 pages & 7 plates.
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During periods of high river flow, this nineteenth century weir of porphyry stone on a creek in the Alps would have significantly more water flowing over it.
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freely over the top of the weir crest before cascading down to a lower level. There is no single definition as to what constitutes a weir.
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can also refer to the skimmer found in most in-ground swimming pools, which controls the flow of water pulled into the filtering system.
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injure juvenile fish. Recent studies suggest that navigation locks have also potential to provide increased access for a range of
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A notch weir is any weir where the physical barrier is significantly higher than the water level except for a specific
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Because a weir impounds water behind it and alters the flow regime of the river, it can have an effect on the local
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Tummers, Jeroen S.; Winter, Emily; Silva, Sergio; O’Brien, Pat; Jang, Min-Ho; Lucas, Martyn C. (2016).
1021: 439: 241: 202: 855: 843: 696: 421:{\displaystyle Q={\frac {8}{15}}{\sqrt {2g}}\,C_{e}\tan {\frac {\theta }{2}}(h+k)^{\frac {5}{2}},} 692: 58: 1417:"Experimental measurements of velocity and pressure distributions on a large broad-crested weir" 1380: 984: 1470: 1439: 1403: 1365: 1336: 1301: 1250: 1233: 1202: 1155: 608: 554:
Weirs are commonly used to control the flow rates of rivers during periods of high discharge.
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Silva, Sergio; Lowry, Maran; Macaya-Solis, Consuelo; Byatt, Barry; Lucas, Martyn C. (2017).
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where the weir stops or is 'open' so that small boats and fish can traverse the structure.
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Baddour, Raouf E. (2008). "Head-Discharge Equation for Sharp-Crested Polynomial Weir".
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The flow over a V-notch weir (in ft/s) is given by the Kindsvater–Shen equation:
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Hydraulics of Minimum Energy Loss (MEL) culverts and bridge waterways
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Rescue boats designed for rescue and recovery from low head dams.
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Discharge Characteristics of Triangular-notch Thin-plate Weirs
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Time-lapse video of a new tilting weir being installed in the
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A polynomial weir is a weir that has a geometry defined by a
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is the height of the fluid above the bottom of the V-notch,
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In many countries, it is now a legal requirement to build
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A complicated series of broad-crest and V-notch weirs at
1273:. Washington: United States Government Printing Office. 497:), but it also can be useful as a method of preventing 172:, measure water discharge, and help render rivers more 723:, UK: the lower weir is a compound weir that also has 334: 102: 1362:
The Hydraulics of Open Channel Flow: An Introduction
570:, and most are situated near each of the river's 45 1109:Ohio DNR Division of Parks and Watercraft Boating. 1194: 1014:"Factors affecting weir flow measurement accuracy" 420: 160:The broad crested weir at the Thorp grist mill in 727:to allow fish such as salmon to navigate the weir 1494:(Click "proceed" at the UQ-ITS Advisory webapge) 1388:Journal of Performance of Constructed Facilities 260:for the structure (on average a figure of 3.33), 144:meaning "to defend, dam". The German cognate is 1364:(2nd ed.). Oxford: Butterworth-Heinemann. 607:and clay on the river bottom) that reduces the 209:The discharge calculation can be summarised as 201:and engineers a simple method of measuring the 132:The word likely originated from Middle English 1218:Journal of Irrigation and Drainage Engineering 1415:Gonzalez, Carlos A.; Chanson, Hubert (2007). 8: 611:and smothers invertebrate habitat and fish 525:Flood control and altering river conditions 501:moving upstream. For example, weirs in the 448:is the acceleration due to gravity in ft/sm 1330: 1295: 404: 378: 366: 361: 351: 341: 333: 148:, which means the same as English weir. 68:A weir on the Tikkurilankoski rapids in 1247:Water Measurement with Flumes and Weirs 1230:10.1061/(ASCE)0733-9437(2008)134:2(260) 1175: 917: 681: 624:Weirs can have a significant effect on 505:region have helped to prevent invasive 479:is the head correction factor given in 457:is the flow correction factor given in 140:, a derivative of the root of the verb 1400:10.1061/(ASCE)0887-3828(2007)21:4(264) 1160:: CS1 maint: archived copy as title ( 1153: 176:by boat. In some locations, the terms 1197:Weirs and Flumes for Flow Measurement 1117:from the original on 30 November 2016 1079:Michael Robinson; Robert Houghtalen. 759:to cross the river using its walkway. 755:. A broad-crest weir, the public has 7: 1424:Flow Measurement and Instrumentation 1085:Rhode Island Canoe/Kayak Association 1042: 480: 458: 168:Commonly, weirs are used to prevent 1436:10.1016/j.flowmeasinst.2007.05.005 965:from the original on 19 March 2017 509:from colonising farther upstream. 25: 691:The bridge and weir mechanism at 603:(deposition of fine particles of 467:is the angle of the V-notch weir, 800: 784: 764: 732: 708: 684: 98: 41:A weir on the Humber River near 1143:from the original on 2018-05-02 995:from the original on 2017-03-04 961:. Online Etymology Dictionary. 936:from the original on 2017-03-04 1087:. Rhode Island. Archived from 401: 388: 1: 1455:, New York: MacMillan Company 1332:10.1016/j.ecoleng.2016.02.046 1297:10.1016/j.ecoleng.2017.02.027 775:-type weir near Revin on the 292:varies with structure (e.g., 539:A sluice gate-based weir at 88:Caldicot and Wentloog Levels 985:"Weirs – Flow Rate Measure" 640:, including poor swimmers. 488:Control of invasive species 45:in Toronto, Ontario, Canada 1539: 1113:. watercraft.ohiodnr.gov. 989:www.engineeringtoolbox.com 528: 29: 1245:Clemmens, Albert (2010). 901:International Control Dam 1463:Sturm, Terry W. (2010). 1451:Henderson, F.M. (1996), 1379:Chanson, Hubert (2007). 926:"the definition of weir" 321:Flow over a V-notch weir 284:of water over the crest, 27:Artificial river barrier 1466:Open Channel Hydraulics 1166:Escaping a low-head dam 461:, p. B29, Fig. 12, 1319:Ecological Engineering 1284:Ecological Engineering 791:A broad-crest weir in 662: 587: 551: 549:2018 winter cold wave. 422: 165: 90: 73: 61: 46: 1523:Hydraulic engineering 1193:Akers, Peter (1978). 1045:, p. B31, Equ 6. 660: 585: 538: 483:, p. B20, Fig 4. 423: 302:for horizontal weir, 159: 85: 67: 52: 40: 32:Weir (disambiguation) 1111:"Lowhead Dam Safety" 771:A manually operated 609:water oxygen content 440:volumetric flow rate 332: 268:is the width of the 242:volumetric flow rate 203:volumetric flow rate 30:For other uses, see 1264:Shen, John (1981). 1178:, pp. 260–262. 1069:, pp. 291–302. 1057:, pp. 183–194. 1055:Tummers et al. 2016 1018:openchannelflow.com 856:polynomial equation 959:www.etymonline.com 693:Sturminster Newton 663: 588: 552: 418: 312:for v-notch weir). 166: 91: 74: 62: 47: 1476:978-0-07-126793-9 1453:Open Channel Flow 1371:978-0-7506-5978-9 1067:Silva et al. 2017 715:Two weirs on the 658: 442:of fluid in ft/s, 412: 386: 359: 349: 280:is the height of 162:Thorp, Washington 83: 16:(Redirected from 1530: 1480: 1456: 1447: 1430:(3–4): 107–113. 1421: 1411: 1385: 1375: 1344: 1334: 1309: 1299: 1274: 1272: 1260: 1241: 1212: 1200: 1179: 1173: 1167: 1165: 1159: 1151: 1149: 1148: 1133: 1127: 1126: 1124: 1122: 1106: 1100: 1099: 1097: 1096: 1081:"Dangerous dams" 1076: 1070: 1064: 1058: 1052: 1046: 1040: 1034: 1033: 1031: 1029: 1020:. 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Index

Weirs
Weir (disambiguation)

Raymore Park

Yass River
river crossing

Vantaa
Caldicot and Wentloog Levels
/wɪər/

Thorp, Washington
flooding
navigable
dam
spillway
hydrologists
volumetric flow rate
volumetric flow rate
discharge
flow coefficient
crest
head
volumetric flow rate
Shen 1981
Shen 1981
salmonids
invasive species
Great Lakes

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