OSP Index

Scientific articles

6 results

Research article Open access

Towards Solutions of Seepage Problems

Amer Ali Al-Rawas, Mohammed Yousuf Al-Aghbari, Nagaratnam Sivakugan et al. · Sultan Qaboos University Journal for Science · 1997 · 10.24200/squjs.vol2iss0pp17-27

Flow rates are traditionally used for solving seepage problems in soils. In this paper, the method of fragments is presented as a good alternative for solving seepage problems. A user friendly and interactive computer program for the method of fragments has been developed. Several randomly selected problems are solved …

Research article Open access

An Investigation of Excessive Seepage from the Al-Fulaij Recharge Dam, Oman

Yahia E.-A. Mohamedzein, S. Al-Hashmi, Amer Ali Al-Rawas · The Journal of Engineering Research · 2016 · 10.24200/tjer.vol13iss2pp124-136

… cubic meters of water. It is an earthfill dam with silty, sandy gravel fill in the embankment. Excessive seepage of between 5,000–12,500 m3/day was observed during floods in 1993, and several sinkholes were noticed close to the upstream toe. Remedial work consisting of an upstream blanket and a cutoff trench wall was …

Research article Open access

Maintaining Fresh-Water Aquifers Over Saline Water in Coastal Aquifers

E.G. Youngs · Journal of Agricultural and Marine Sciences · 2002 · 10.24200/jams.vol7iss2pp23-28

Seepage analysis is used to investigate the location dependence of fresh-water inputs and outputs in maintaining the depth of the fresh water over the saline water intruding from the sea in coastal aquifers in steady state conditions. Examples are given that show that maximum depths occur when the inputs are in the vic …

Research article Open access

Evaluation of Actual Creep Length Under Heading up Structures Aprons

Mohamed A. El-Molla, Naveen Y Saad, Gada S Ezizah · The Journal of Engineering Research · 2018 · 10.24200/tjer.vol15iss2pp14-23

In this paper a 2D finite element model (SEEP2D) is implemented to study the actual head loss along the sheet piles fixed at the ends of an apron of a heading up structure. Different scenarios for the thickness of the pervious layer under the apron, the length of the apron and the depths of the upstream and downstream …

Research article Open access

Evaluation of Actual Creep Length Under Heading up Structures Aprons

Mohamed A. El-Molla, Naveen Y Saad, Gada S Ezizah · The Journal of Engineering Research · 2017 · 10.24200/tjer.vol13iss1pp14-23

In this paper a 2D finite element model (SEEP2D) is implemented to study the actual head loss along the sheet piles fixed at the ends of an apron of a heading up structure. Different scenarios for the thickness of the pervious layer under the apron, the length of the apron and the depths of the upstream and downstream …

Research article Open access

Evaluation of Actual Creep Length Under Heading up Structures Aprons

Mohamed A. El-Molla, Naveen Y Saad, Gada S Ezizah · The Journal of Engineering Research · 2018 · 10.24200/tjer.vol15iss2pp114-123

In this paper a 2D finite element model (SEEP2D) is implemented to study the actual head loss along the sheet piles fixed at the ends of an apron of a heading up structure. Different scenarios for the thickness of the pervious layer under the apron, the length of the apron and the depths of the upstream and downstream …

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