Zobrazeno 1 - 10
of 168
pro vyhledávání: '"seep/w"'
Publikováno v:
Environmental Health Engineering and Management, Vol 11, Iss 3, Pp 285-292 (2024)
Background: Special attention should be given to the seepage in dams since it may cause failure. Seepage is not considered in the total risk factor calculated using the International Commission of Large Dams (ICOLD), the United States Bureau Reclam
Externí odkaz:
https://doaj.org/article/b3c9d407ae9f4efbb593f30c65dbd6aa
Publikováno v:
علوم آب و خاک, Vol 27, Iss 4, Pp 113-129 (2023)
The present research explores the experimental and numerical investigation of homogeneous earth dams in rapid drawdown conditions. The numerical model was evaluated and calibrated due to the saturation status using the experimental model. The calcula
Externí odkaz:
https://doaj.org/article/ed28364891674978aafcccb3476ff4c9
Publikováno v:
Open Engineering, Vol 13, Iss 1, Pp 779-94 (2023)
This study investigated the effect of reducing seepage under a hydraulic structure. This article aims to find positional equations for the control devices that reduce the seepage under the hydraulic structure. Using lengths and angles of sheet-piles
Externí odkaz:
https://doaj.org/article/84a0a2467e6f4abcb05f51e61e697568
Autor:
Mahmoud Mostafa, Shen Zhenzhong
Publikováno v:
Journal of Hydraulic Structures, Vol 9, Iss 2, Pp 101-117 (2023)
One of the most popular tools for dealing with the seepage problem in embankment dams is using different types and shapes of downstream drains. So, the paper presents a comprehensive study of the different drainage systems through such dams. Many ear
Externí odkaz:
https://doaj.org/article/bb0d8fa47dbe4807998790f9611f976c
Publikováno v:
Open Engineering, Vol 13, Iss 1, Pp 495-500 (2023)
Tires waste is an undesirable urban industry surplus that has grown worldwide yearly. Because of its seals, this material may be used in earth dams, one option for disposing of this waste. Since this is the main objective of this study, an experiment
Externí odkaz:
https://doaj.org/article/c790e21ff3dc48198d90664b89a30850
Autor:
Mahmoud M. Mostafa, Shen Zhenzhong
Publikováno v:
Journal of Engineering and Applied Science, Vol 70, Iss 1, Pp 1-24 (2023)
Abstract The seepage study through earth dams is very essential for the design and construction processes of such dams to ensure the needed safety and efficient performance. The present study focuses on the seepage flow through zoned embankment dams
Externí odkaz:
https://doaj.org/article/1b32ddfc206042b89c9a845553e5dc87
Autor:
zahraa Resul, Riaed S. Jassem
Publikováno v:
Misan Journal of Engineering Sciences, Vol 1, Iss 2, Pp 50-55 (2022)
The study deals with the geotechnical and hydrological problems in Dewerige dam. It's a new hydraulic structure constructed on Dewerige river in the southeast of Misan governorate, which represents a multipurpose. The dam is used for flooding control
Externí odkaz:
https://doaj.org/article/2e59d5460bd0416cb5dba578ea1692db
Publikováno v:
Jurnal Teknik Sipil, Vol 18, Iss 2, Pp 313-327 (2022)
Bendungan Gunungrowo dibangun sejak tahun 1925 terletak pada Sungai Wadi. Bendungan ini mempunyai tipe urugan tanah homogen dan mempunyai tinggi 20,5 m, dengan kapasitas tampungan 5,11 juta m3 untuk mensuplai air irigasi seluas 6.000 ha. Karena masa
Externí odkaz:
https://doaj.org/article/61820e2f12e540a58b8782949e910adc
Autor:
Dinar C. Istiyanto, Ika Wulandari, Shafan A. Aziiz, Rizaldi C. Yuniardi, Suranto, Yofan T.D. Harita, Affandy Hamid, Aloysius B. Widagdo
Publikováno v:
Journal of the Civil Engineering Forum, Vol 9, Iss 3 (2023)
A prospective resolution to the intricate predicaments of flooding, sanitation, and the availability of unprocessed water for the populace of Jakarta residents is the implementation of the coastal reservoir paradigm. This paradigm entails harnessing
Externí odkaz:
https://doaj.org/article/a4f2c5711b844cb580be41ef22071423
Publikováno v:
Tikrit Journal of Engineering Sciences, Vol 30, Iss 2 (2023)
Seepage is a dangerous phenomenon under hydraulic structures and the main cause of failure and damage to dams when neglected and not processed. This study evaluates the numerical effects of the sheet piles' quantity, depth, and spacing beneath a conc
Externí odkaz:
https://doaj.org/article/073424d2039341e6af5e13c898d9b1d9