Sediment and Cavitation Erosion Studies through Dam Tunnels

المؤلفون المشاركون

Abid, Muhammad
Saeed, Jamal
Wajid, Hafiz Abdul

المصدر

Journal of Engineering

العدد

المجلد 2016، العدد 2016 (31 ديسمبر/كانون الأول 2016)، ص ص. 1-7، 7ص.

الناشر

Hindawi Publishing Corporation

تاريخ النشر

2016-03-13

دولة النشر

مصر

عدد الصفحات

7

التخصصات الرئيسية

هندسة مدنية

الملخص EN

This paper presents results of sediment and cavitation erosion through Tunnel 2 and Tunnel 3 of Tarbela Dam in Pakistan.

Main bend and main branch of Tunnel 2 and outlet 1 and outlet 3 of Tunnel 3 are concluded to be critical for cavitation and sediment erosion.

Studies are also performed for increased sediments flow rate, concluding 5 kg/sec as the critical value for sudden increase in erosion rate density.

Erosion rate is concluded to be the function of sediment flow rate and head condition.

Particulate mass presently observed is reasonably low, hence presently not affecting the velocity and the flow field.

نمط استشهاد جمعية علماء النفس الأمريكية (APA)

Abid, Muhammad& Saeed, Jamal& Wajid, Hafiz Abdul. 2016. Sediment and Cavitation Erosion Studies through Dam Tunnels. Journal of Engineering،Vol. 2016, no. 2016, pp.1-7.
https://search.emarefa.net/detail/BIM-1108397

نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)

Abid, Muhammad…[et al.]. Sediment and Cavitation Erosion Studies through Dam Tunnels. Journal of Engineering No. 2016 (2016), pp.1-7.
https://search.emarefa.net/detail/BIM-1108397

نمط استشهاد الجمعية الطبية الأمريكية (AMA)

Abid, Muhammad& Saeed, Jamal& Wajid, Hafiz Abdul. Sediment and Cavitation Erosion Studies through Dam Tunnels. Journal of Engineering. 2016. Vol. 2016, no. 2016, pp.1-7.
https://search.emarefa.net/detail/BIM-1108397

نوع البيانات

مقالات

لغة النص

الإنجليزية

الملاحظات

Includes bibliographical references

رقم السجل

BIM-1108397