346:. Even though the foundation of a gravity dam is built to support the weight of the dam and all the water, it is quite flexible in that it absorbs a large amount of energy and sends it into the Earth's crust. It needs to be able to absorb the energy from an earthquake because, if the dam were to break, it would send a mass amount of water rushing downstream and destroy everything in its way. Earthquakes are the biggest danger to gravity dams and that is why, every year and after every major earthquake, they must be tested for cracks, durability, and strength. Although gravity dams are expected to last anywhere from 50–150 years, they need to be maintained and regularly replaced.
213:
soil will not erode over time, which would allow the water to cut a way around or under the dam. Sometimes the soil is sufficient to achieve these goals; however, other times it requires conditioning by adding support rocks which will bolster the weight of the dam and water. There are three different tests that can be done to determine the foundation's support strength: the
Westergaard, Eulerian, and Lagrangian approaches. Once the foundation is suitable to build on, construction of the dam can begin. Usually gravity dams are built out of a strong material such as
25:
124:
212:
Gravity dams are built by first cutting away a large part of the land in one section of a river, allowing water to fill the space and be stored. Once the land has been cut away, the soil has to be tested to make sure it can support the weight of the dam and the water. It is important to make sure the
188:-resistance of concrete, which protects against damage from minor over-topping flows. Unexpected large over-topping flows are still a problem, as they can scour dam foundations. A disadvantage of gravity dams is that their large concrete structures are susceptible to destabilising
203:
can generate large amounts of heat. The poorly-conductive concrete then traps this heat in the dam structure for decades, expanding the plastic concrete and leaving it susceptible to cracking while cooling. It is the designer's task to ensure this does not occur.
414:
154:
of the material and its resistance against the foundation. Gravity dams are designed so that each section of the dam is stable and independent of any other dam section.
162:
Gravity dams generally require stiff rock foundations of high bearing strength (slightly weathered to fresh), although in rare cases, they have been built on soil.
415:"Discuss in your own words at least three major superior features of gravity dam over embankment type of dams. What is the common weakness..."
436:
169:
angles viably generated by the foundation. Also, the stiff nature of a gravity dam structure endures differential foundation
89:
61:
108:
68:
457:
192:
relative to the surrounding soil. Uplift pressures can be reduced by internal and foundation drainage systems.
46:
75:
362:
42:
373:
57:
174:
252:
248:
127:
281:
35:
293:. Construction materials of composite dams are the same used for concrete and embankment dams.
508:
503:
225:
The most common classification of gravity dams is by the materials composing the structure:
256:
8:
196:
82:
185:
453:
217:
or stone blocks, and are built into a triangular shape to provide the most support.
301:
243:
290:
271:
181:
403:. Nakhon Si Thammarat, Thailand: Walailak Journal of Science & Technology.
497:
401:
Design and Modal
Analysis of Gravity Dams by Ansys Parametric Design Language
267:
232:
312:
275:
239:
166:
437:
Gravity Dam Design, US Army Corps of
Engineers, EM 1110-2-2200, June 1995
316:
263:
323:
Gravity dams can be classified with respect to their structural height:
343:
308:
170:
24:
214:
200:
189:
307:
Some masonry and concrete gravity dams have the dam axis curved (
147:
386:
Design of gravity dams: Design manual for concrete gravity dams
151:
131:
487:
Dams of the United States - Pictorial display of
Landmark Dams
481:. US Committee of the International Commission on Large Dams.
123:
342:
Gravity dams are built to withstand some of the strongest
450:
Earthquake analysis and response of concrete gravity dams
143:
165:
Stability of the dam primarily arises from the range of
16:
Type of dam that uses mass to counteract water pressure
476:
479:
363:
Design of
Gravity Dams, Bureau of Reclamation, 1976
49:. Unsourced material may be challenged and removed.
280:hollow gravity dams, made of reinforced concrete:
150:and designed to hold back water by using only the
374:Design of Small Dams, Bureau of Reclamation, 1987
289:Composite dams are a combination of concrete and
495:
296:Gravity dams can be classified by plan (shape):
489:. Denver, Colorado: US Society on Dams. 2013.
388:. Denver, CO: US Dept. of the Interior. 1976.
477:Kollgaardand, E.B.; Chadwick, W.L. (1988).
134:, a roller-compacted concrete gravity dam
109:Learn how and when to remove this message
398:
180:The main advantage to gravity dams over
122:
496:
447:
330:Medium high, between 100 and 300 feet.
47:adding citations to reliable sources
18:
146:constructed from concrete or stone
13:
220:
157:
14:
520:
300:Most gravity dams are straight (
23:
470:
249:Roller-Compacted Concrete (RCC)
34:needs additional citations for
452:. US Army Corps of Engineers.
441:
430:
407:
392:
378:
367:
356:
337:
1:
349:
7:
315:) to add stability through
10:
525:
253:Willow Creek Dam (Oregon)
207:
195:During construction, the
238:conventional concrete:
229:Concrete dams include
135:
126:
399:Khosravi, S (2015).
333:High, over 300 feet.
327:Low, up to 100 feet.
257:Upper Stillwater Dam
43:improve this article
177:the dam structure.
448:Lucian, G (1986).
173:poorly, as it can
136:
119:
118:
111:
93:
516:
490:
482:
464:
463:
445:
439:
434:
428:
427:
425:
424:
411:
405:
404:
396:
390:
389:
382:
376:
371:
365:
360:
302:Grand Coulee Dam
244:Grand Coulee Dam
190:uplift pressures
128:Willow Creek Dam
114:
107:
103:
100:
94:
92:
51:
27:
19:
524:
523:
519:
518:
517:
515:
514:
513:
494:
493:
485:
473:
468:
467:
460:
446:
442:
435:
431:
422:
420:
413:
412:
408:
397:
393:
384:
383:
379:
372:
368:
361:
357:
352:
340:
291:embankment dams
235:dams, made of:
223:
221:Classifications
210:
160:
158:Characteristics
115:
104:
98:
95:
52:
50:
40:
28:
17:
12:
11:
5:
522:
512:
511:
506:
492:
491:
483:
472:
469:
466:
465:
458:
440:
429:
406:
391:
377:
366:
354:
353:
351:
348:
339:
336:
335:
334:
331:
328:
321:
320:
305:
287:
286:
285:
284:
278:
272:Pathfinder Dam
261:
260:
259:
246:
222:
219:
209:
206:
159:
156:
117:
116:
31:
29:
22:
15:
9:
6:
4:
3:
2:
521:
510:
507:
505:
502:
501:
499:
488:
484:
480:
475:
474:
461:
455:
451:
444:
438:
433:
419:
416:
410:
402:
395:
387:
381:
375:
370:
364:
359:
355:
347:
345:
332:
329:
326:
325:
324:
318:
314:
310:
306:
303:
299:
298:
297:
294:
292:
283:
279:
277:
273:
269:
268:Aswan Low Dam
265:
262:
258:
254:
250:
247:
245:
241:
237:
236:
234:
233:mass concrete
231:
230:
228:
227:
226:
218:
216:
205:
202:
198:
193:
191:
187:
183:
178:
176:
172:
168:
163:
155:
153:
149:
145:
141:
133:
129:
125:
121:
113:
110:
102:
91:
88:
84:
81:
77:
74:
70:
67:
63:
60: –
59:
58:"Gravity dam"
55:
54:Find sources:
48:
44:
38:
37:
32:This article
30:
26:
21:
20:
509:Dams by type
504:Gravity dams
486:
478:
471:Bibliography
449:
443:
432:
421:. Retrieved
417:
409:
400:
394:
385:
380:
369:
358:
341:
322:
313:Cheesman Dam
295:
288:
282:Braddock Dam
276:Cheesman Dam
240:Dworshak Dam
224:
211:
194:
179:
167:normal force
164:
161:
139:
137:
120:
105:
96:
86:
79:
72:
65:
53:
41:Please help
36:verification
33:
344:earthquakes
338:Earthquakes
317:arch action
182:embankments
140:gravity dam
498:Categories
459:0943198070
423:2023-10-16
350:References
309:Shasta Dam
199:curing of
197:exothermic
171:settlement
99:April 2019
69:newspapers
215:concrete
201:concrete
264:masonry
184:is the
148:masonry
83:scholar
456:
208:Design
152:weight
132:Oregon
85:
78:
71:
64:
56:
418:Quora
186:scour
175:crack
142:is a
90:JSTOR
76:books
454:ISBN
62:news
144:dam
130:in
45:by
500::
311:,
304:).
274:,
270:,
266::
255:,
251::
242:,
138:A
462:.
426:.
319:.
112:)
106:(
101:)
97:(
87:·
80:·
73:·
66:·
39:.
Text is available under the Creative Commons Attribution-ShareAlike License. Additional terms may apply.