يتضمن هذا البحث إجراء دراسة تحليلية, تبين نتائج إدخال طريقة مضلعات تيسين Thiessen Polygon في حساب الغزارة العقدية لشبكات مياه الشرب. و إجراء الحسابات الهيدروليكية بناء على النتائج التي نتجت عن الطريقة الجديدة, و مقارنة هذه النتائج مع القياسات الحقلية التي أجريت في عدة نقاط مراقبة.
This search includes doing an analytical study to show the
outcomes of introduse the Thiessen Polygon method in calculate
the flow out of node in water distribution system ، and doing the
hydraulic calculation based on the new method’s outcomes and
comparing these outcomes with field measurements which
conducted in several control points .
References used
(Alperovits، E. and Shamir، U. (2011). “Design of optimal water distribution systems ، Water Resources Research، Vol. 13(6
Cunha، M.D.C.، and Sousa، J. (2009). “Water Distribution Network Design Optimization: Simulated Annealing Approach . Journal of Water Resources Planning and Management . Vol. 125، No. 4، pp.215-221
Eiger، G.، Shamir، U.، and Ben-Tal A. (4002). “Optimal design of water distribution networks.”، Water Resources Research، Vol. 30، No. 9، pp. 2637-2646
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