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Tainter gate

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A critical factor in Tainter gate design is the amount of stress transferred from the skinplate through the radial arms and to the trunnion, with calculations pertaining to the resulting friction encountered when raising or lowering the gate. Some older systems have had to be modified to allow for
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Pressure forces on a submerged body act perpendicular to the body's surface. The design of the Tainter gate results in every pressure force acting through the centre of the imaginary circle of which the gate is a section, so that all resulting pressure force acts through the
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When a Tainter gate is closed, water bears on the convex (upstream) side. When the gate is rotated, the rush of water passing under the gate helps to open and close the gate. The rounded face, long radial arms and
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with the curved part of the piece facing the source or upper pool of water and the tip pointing toward the destination or lower pool. The curved face or skinplate of the gate takes the form of a wedge section of
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arms, extend back from each end of the cylinder section and meet at a trunnion which serves as a pivot point when the gate rotates.
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allow it to close with less effort than a flat gate. Tainter gates are usually controlled from above with a chain/gearbox/
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basin has 195. A Tainter gate is also used to divert the flow of water to San Fernando Power Plant on the
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which the original design did not anticipate. In 1995, too much stress during an opening resulted in a
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The Tainter gate is used in water control dams and locks worldwide. The
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Tainter gate being constructed, in 1936, on the upper Mississippi River,
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Side view cut-away diagram of the radial arm of the Tainter gate,
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to control water flow. It is named for its inventor, the
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of the gate, making construction and design easier.
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Tainter Gate on the Housatonic River in Connecticut.
111:A side view of a Tainter gate resembles a slice of 314: 35:Tainter gate from the back, or spillway, on the 51:(Onalaska Dam), La Crescent, Minnesota (USACE) 120:. The straight sides of the pie shape, the 173:basin alone has 321 Tainter gates, and the 282:"Tuttle Creek Dam Spillway Tainter Gates" 245: 289:Corps of Engineers, Kansas City District 183: 95:Tainter, an employee of the lumber firm 54: 42: 30: 27:, Snake River, Pasco, Washington (USACE) 18: 315: 229: 227: 225: 274: 257:Providence RI Dept. of Public Works 222: 13: 14: 354: 239:Dunn County Historical Society 106: 1: 253:"Fox Point Hurricane Barrier" 215: 127: 16:Type of radial arm floodgate 7: 291:. June 2001. Archived from 203: 39:, Boydton, Virginia (USACE) 10: 359: 159:gate failure at Folsom Dam 161:in northern California. 90:Jeremiah Burnham Tainter 70:is a type of radial arm 171:Upper Mississippi River 323:Structural engineering 200: 164: 103:in the United States. 63: 52: 40: 28: 187: 58: 46: 34: 22: 198:Louisville, Kentucky 179:Los Angeles Aqueduct 97:Knapp, Stout and Co. 87:structural engineer 235:"The Tainter Gate" 201: 64: 53: 49:Lock and Dam No. 7 41: 29: 155:frictional forces 350: 307: 306: 304: 303: 297: 286: 278: 272: 271: 269: 268: 259:. Archived from 249: 243: 242: 231: 188:Tainter gate at 37:John H. Kerr Dam 358: 357: 353: 352: 351: 349: 348: 347: 313: 312: 311: 310: 301: 299: 295: 284: 280: 279: 275: 266: 264: 251: 250: 246: 233: 232: 223: 218: 206: 167: 130: 109: 17: 12: 11: 5: 356: 346: 345: 343:Flood barriers 340: 335: 330: 325: 309: 308: 273: 244: 220: 219: 217: 214: 213: 212: 205: 202: 175:Columbia River 166: 163: 147:electric motor 129: 126: 108: 105: 25:Ice Harbor Dam 15: 9: 6: 4: 3: 2: 355: 344: 341: 339: 336: 334: 331: 329: 326: 324: 321: 320: 318: 298:on 2005-12-17 294: 290: 283: 277: 263:on 2006-03-24 262: 258: 254: 248: 240: 236: 230: 228: 226: 221: 211: 208: 207: 199: 195: 191: 186: 182: 180: 176: 172: 162: 160: 156: 150: 148: 144: 138: 136: 125: 123: 119: 114: 104: 102: 98: 93: 91: 88: 85: 81: 77: 73: 69: 61: 60:Stevenson Dam 57: 50: 45: 38: 33: 26: 21: 300:. Retrieved 293:the original 288: 276: 265:. Retrieved 261:the original 256: 247: 238: 190:McAlpine Dam 168: 151: 139: 131: 110: 101:Lake Menomin 94: 68:Tainter gate 67: 65: 135:pivot point 107:Description 80:canal locks 317:Categories 302:2006-04-14 267:2006-04-14 216:References 210:Roller dam 194:Ohio River 149:assembly. 338:Hydrology 128:Principle 84:Wisconsin 72:floodgate 204:See also 143:bearings 122:trunnion 118:cylinder 74:used in 328:Canals 296:(PDF) 285:(PDF) 333:Dams 78:and 76:dams 66:The 181:. 165:Use 113:pie 319:: 287:. 255:. 237:. 224:^ 196:, 192:, 92:. 305:. 270:. 241:.

Index


Ice Harbor Dam

John H. Kerr Dam

Lock and Dam No. 7

Stevenson Dam
floodgate
dams
canal locks
Wisconsin
structural engineer
Jeremiah Burnham Tainter
Knapp, Stout and Co.
Lake Menomin
pie
cylinder
trunnion
pivot point
bearings
electric motor
frictional forces
gate failure at Folsom Dam
Upper Mississippi River
Columbia River
Los Angeles Aqueduct

McAlpine Dam
Ohio River

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