The problem of seepage under the floor of a pumping station is investigated here. The upstream and the downstream cracks assumed to occur between lining and the ends of the floor, i.e., L1= 0 and L2= 0. The floor is provided with two sheet piles of different depths at the two ends and it has a vertical rise. The pumping station is resting on a permeable layer of finite depth. Effects of the different sheet pile depths and location of the vertical rise on the piezometric head underneath the floor, exit gradients and seepage discharge have been analyzed using Finite Element Program and graphically represented in dimensionless charts.
SALEM, M. (2008). SEEPAGE UNDERNEATH THE FLOOR OF PUMPING STATION THROUGH IMPERFECT BED LINING. The International Conference on Civil and Architecture Engineering, 7(7th International Conference on Civil and Architecture Engineering), 384-399. doi: 10.21608/iccae.2008.45515
MLA
Mohamed N. SALEM. "SEEPAGE UNDERNEATH THE FLOOR OF PUMPING STATION THROUGH IMPERFECT BED LINING". The International Conference on Civil and Architecture Engineering, 7, 7th International Conference on Civil and Architecture Engineering, 2008, 384-399. doi: 10.21608/iccae.2008.45515
HARVARD
SALEM, M. (2008). 'SEEPAGE UNDERNEATH THE FLOOR OF PUMPING STATION THROUGH IMPERFECT BED LINING', The International Conference on Civil and Architecture Engineering, 7(7th International Conference on Civil and Architecture Engineering), pp. 384-399. doi: 10.21608/iccae.2008.45515
VANCOUVER
SALEM, M. SEEPAGE UNDERNEATH THE FLOOR OF PUMPING STATION THROUGH IMPERFECT BED LINING. The International Conference on Civil and Architecture Engineering, 2008; 7(7th International Conference on Civil and Architecture Engineering): 384-399. doi: 10.21608/iccae.2008.45515
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