Study hydraulic properties and design criteria for the river subsurface intake with a porous medium without cut off

Publish Year: 1391
نوع سند: مقاله کنفرانسی
زبان: English
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شناسه ملی سند علمی:

IREC09_240

تاریخ نمایه سازی: 19 اسفند 1391

Abstract:

Collection of surface and subsurface waters in small seasonal rivers is very crucial, particularly in dry seasons. In this study a kind of intakes introduced, the system acts as a river drainage network. In this study an experimental model of the subsurface intake was constructed and the effective parameters such as upstream discharge, installation depth, and drains interval were evaluated. The results showed that the water diversion mostly influenced by the upstream flow rate. The very small drain interval caused the discharge of each drain to be reduced. It was also revealed that the total drained discharge in the very transmitting media was mostly controlled with the number of drain and drain interval did have a marginal effect. Finally the regression equations were established to estimate the discharge of each drain based on dimensional analysis, which facilitate the design of this structure.

Authors

R Mansouri

MSc. Student, Water Eng. Dep., Ferdowsi University of Mashhad

AN. Ziaei

Assist. Prof., Water Eng. Dep., Ferdowsi University of Mashhad, Iran

K Esmaili

Assist. Prof., Water Eng. Dep., Ferdowsi University of Mashhad, Iran

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  • Bouvard, M. (1953). "Discharge passing through a bottom grid.:" Houille ...
  • Bouvard, M. (1992). "Mobile Barrages and Intakes _ Sediment Transporting ...
  • Brunella, S., Hager, W. H., and Minor, H. E. (2003). ...
  • Castillo, L. and Guama, P. (2010). "Analisis Del Dimens ionamiento ...
  • (Wilmot, 1981) 0.849 0.865 0.922 0.916 ...
  • Drobir, H., Kienberger, V. and Krouzecky, N. (1999). "The wetted ...
  • Kooroshvahid, F., Esmaili, K. and Naghavi, _ (2011). "Experimental study ...
  • Li, B., Garga, V.K., , and Davies, M.H. (1998). "Relationship ...
  • Mostkow, M. (1957). "Theoretical study of bottom type water intake" ...
  • Ramamurthy, A.S., Qu, J., and Vo, D. (2007). "Simulation of ...
  • Righetti, M., lanzoni, S. (2008). "Experimental study of the flow ...
  • Subramanya, K. and Shukla, S.K. (1988). "Discharge diversion characteristics of ...
  • Willmott, C. J. (1981). "On the validation of models". Phys. ...
  • نمایش کامل مراجع