Scientific Publications

Download 

The storm water drainage network is generally calculated based on the Manning equation, where the slope, roughness of the pipe wall, and flow are known, while conversely the velocity, diameter, hydraulic radius are unknown characteristics, although they are very important for the work of the hydraulic engineer who needs to find their values, even the students taking coursework relating to Waste-Water Engineering. The computation of these parameters in partially full pipes and based on the Manning equation is implicit and needs to be computed through iterative and laborious methods. In this paper a new simple and easy method will be presented based on a reference pipe with known characteristics (Known Reference Pipe Method: KRPM), as well as the effect of the up-pipe parameters on the down-pipes according to each case that is possible through the watershed drainage system arrangement, for both full and partially filled circular pipes.

Item Type	Journal
Divisions	» laboratory of Modeling and Socio-Economic Analysis in Water Science » Faculty of Science and Technology
ePrint ID	2579
Date Deposited	2021-05-16
Further Information	Google Scholar
URI	https://univ-soukahras.dz/en/publication/article/2579

@article{uniusa2579,
    title={Design of Collection System Parameters Using Known Reference Pipe Method (KRPM)},
    author={Imad BOUKHARI, Lotfi ZEGHADNIA, Fares LAOUACHERIA, Ahmed Salah ARAIBIA, Abdelkrim GUEBAIL, Jean Loup ROBERT and Lakhdar DJEMILI},
    journal={Asian Journal of Water, Environment and Pollution}
    year={2021},
    volume={18},
    number={03},
    pages={21-30},
    publisher={IOS PRESS}
}