| contributor author | Amrik S. Chawla | |
| contributor author | Akhilash Kumar | |
| date accessioned | 2017-05-08T20:39:13Z | |
| date available | 2017-05-08T20:39:13Z | |
| date copyright | March 1985 | |
| date issued | 1985 | |
| identifier other | %28asce%290733-9429%281985%29111%3A3%28455%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/22462 | |
| description abstract | A closed‐form solution is obtained with the help of the seepage theory and the Schwartz‐Christoffel transformation for determination of average uplift pressures for any section of hollow gravity dam. The average uplift pressure is calculated numerically from the derived equations and plotted to facilitate the use of the results for design purposes. It is seen that the average uplift pressures drop almost linearly to about 5–22% near the head of the cavity. The average uplift pressure opposite the cavity head decreases with an increase in the value of | |
| publisher | American Society of Civil Engineers | |
| title | Avarage Uplift Computation for Hollow Gravity Dams | |
| type | Journal Paper | |
| journal volume | 111 | |
| journal issue | 3 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(1985)111:3(455) | |
| tree | Journal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 003 | |
| contenttype | Fulltext | |
