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dc.contributor.authorA. A. Anis
dc.contributor.authorA. S. T. El-Naggar
dc.date.accessioned2024-12-29T11:36:03Z
dc.date.available2024-12-29T11:36:03Z
dc.date.issued10-1967
dc.identifier.urihttp://repository.inp.edu.eg//handle/123456789/5810
dc.description.abstractيتناول البحث مشكلة توزيع الحالة الثابتة P1 في نموذج مورن المعدل بسبب بناء سد على مجرى المياه A قبل التقاءه بالمجرى B. يتم مناقشة كيفية تعديل النموذج الكلاسيكي عندما يكون هناك قيود تقنية تمنع بناء السد على المسار المشترك C. يُظهر البحث أن الكميات r = 0, 1, ..., k-1 مستقلة عن السعة k للسد، وأن التوزيعات P's (r=1) تُولد بواسطة الدالة V(z)، حيث تُعتبر المدخلات من المجرى A وB كالتفاف لمتغيرين مستقلين.
dc.description.abstractThe Study addresses the issue of stationary distribution P1 in the modified Moran's model due to the construction of a dam on water stream A before it meets stream B. It discusses how the classical model is adjusted when technical constraints prevent building a dam on the joint path C. The research shows that the quantities r = 0, 1, ..., k-1 are independent of the dam's capacity k, and that the distributions P's (r=1) are generated by the function V(z), considering the inputs from streams A and B as the convolution of two independent variates.
dc.publisherINPen_US
dc.relation.ispartofseriesMemo;804
dc.titleThe Storage - Stationary Distribution In the Case of Two Streams/ التوزيع المستقر لمخزون سد فى حالة وجود مجريان مائيينen_US


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