Improving the Khosla Method of Estimating Subsurface Flow Properties in Hydraulic Design Using MODFLOW
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-19-9151-6_18
Reference9 articles.
1. Bligh WG (1910) Dams, barrages and weirs on porous foundations. Eng News 64(26):708–710
2. Lane EW (1935) Security from under-seepage-masonry dams on earth foundations. Trans Am Soc Civ Eng 100(1):1235–1272
3. Khosla AN, Bose NK, Taylor EM, et al (1954). Design of Weirs on permeable foundations. Central Board of Irrigation, New Delhi.
4. Rasool HM, Al-Maliki LA, Al-Mamoori SK, Al-Ansari N (2021) Estimation of uplift pressure equation at key points under floor of hydraulic structures. Cogent Eng 8(1). https://doi.org/10.1080/23311916.2021.1917287
5. Ahmed AA, Bazaraa AS (2009) Three-dimensional analysis of seepage below and around hydraulic structures. J Hydrol Eng 14(3):243–247. https://doi.org/10.1061/(asce)1084-0699(2009)14:3(243)
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