Analysis of Knock Down Weir Stability Using Matlab Software
Wahyudi S.I., Soedarsono, Parwanti A., Siswanto M.
Abstract
During the rainy season, there are still puddles of water in the village due to overflowing rivers and flooding due to landslides of embankments. Therefore, it is necessary to control the water and handle it quickly and precisely. Emergency Weir, which is ready to be installed, can be used to overcome this problem. It is named Knock Down Weir as Emergency Weirs that are effective, efficient, practical, can be arranged vertically, horizontally, can be stored and reassembled with 4 Forms of Arrangement and proven by Stability value > 1.5 based on the test on the support of wall roughness: hard stone, gravel, sand, clay and using Matlab application analysis. The simulation uses a model arrangement, namely: 1). Model L filled with sand + water; 2). The model I filled with sand + water; 3). Model L filled with water; 4). Model L filled with water. The result based on the Matlab application is obtained that the arrangement of model no. 1 (L shape) is the most stable against hard rock, gravel, sand and clay as support.
Analysis of Knock-Down Weir Model Shear Stability against Wall Rudeness based on Soil Type Variation
Ni'am M.F., Parwanti A., Parwanti A., Wahyudi S.I., Ni'am M.F., Parwanti A., Parwanti A., Wahyudi S.I., Ni'am M.F., Parwanti A., Parwanti A., Wahyudi S.I.
The comparison of institutional model in water management board - A case study of management on polder drainage system in Semarang, Indonesia
Adi H.P., Wahyudi S.I., Adi H.P., Wahyudi S.I., Adi H.P., Wahyudi S.I., Adi H.P., Wahyudi S.I., Adi H.P., Wahyudi S.I.
Community-Based Analysis of Coping with Urban Flooding: a Case Study in Semarang
Dewi A., Dewi A., Dewi A., Dewi A.
Analysis of Flood Vulnerability Assessment in Urban Area (Case Study: North Semarang District)
Dananjaya R. H., Sari U. C., Dananjaya R. H., Sari U. C., Dananjaya R. H., Sari U. C.
Application of Energy Storage-PID for Load Frequency Control in Micro-hydro Using Flower Pollination Algorithm
Ali M., Arfaah S., Djalal M.R., Fakhrurozi M., Hidayat R., Muhlasin, Ali M., Arfaah S., Djalal M.R., Fakhrurozi M., Hidayat R., Muhlasin, Ali M., Arfaah S., Djalal M.R., Fakhrurozi M., Hidayat R., Muhlasin
Barrier knock-down weir as an alternative technology for irrigation
Ni'Am M.F., Parwanti A., Parwanti A., Wahyudi S.I., Ni'Am M.F., Parwanti A., Parwanti A., Wahyudi S.I.
Comparison of LFC Optimization on Micro-hydro using PID, CES, and SMES based Firefly Algorithm
Ali M., Askan A., Cahyono I., Kadaryono K., Parwanti A., Rukslin R., Ali M., Askan A., Cahyono I., Kadaryono K., Parwanti A., Rukslin R., Ali M., Askan A., Cahyono I., Kadaryono K., Parwanti A., Rukslin R., Ali M., Askan A., Cahyono I., Kadaryono K., Parwanti A., Rukslin R.
Optimization of Water Level Control Systems Using ANFIS and Fuzzy-PID Model
Ali M., Budiman, Firdaus A.A., Iswinarti, Muhlasin, Parwanti A., Ali M., Budiman, Firdaus A.A., Iswinarti, Muhlasin, Parwanti A., Ali M., Budiman, Firdaus A.A., Iswinarti, Muhlasin, Parwanti A., Ali M., Budiman, Firdaus A.A., Iswinarti, Muhlasin, Parwanti A.
Assessment of polder system drainage experimentation performance related to tidal floods in Mulyorejo, Pekalongan, Indonesia
Adi H.P., Adnan M.S., Bakker L., Lekerkerk J., Van de Ven M., Vermeer D., Wahyudi S.I., Adi H.P., Adnan M.S., Bakker L., Lekerkerk J., Van de Ven M., Vermeer D., Wahyudi S.I., Adi H.P., Adnan M.S., Bakker L., Lekerkerk J., Van de Ven M., Vermeer D., Wahyudi S.I., Adi H.P., Adnan M.S., Bakker L., Lekerkerk J., Van de Ven M., Vermeer D., Wahyudi S.I., Adi H.P., Adnan M.S., Bakker L., Lekerkerk J., Van de Ven M., Vermeer D., Wahyudi S.I., Adi H.P., Adnan M.S., Bakker L., Lekerkerk J., Van de Ven M., Vermeer D., Wahyudi S.I., Adi H.P., Adnan M.S., Bakker L., Lekerkerk J., Van de Ven M., Vermeer D., Wahyudi S.I., Adi H.P., Adnan M.S., Bakker L., Lekerkerk J., Van de Ven M., Vermeer D., Wahyudi S.I., Adi H.P., Adnan M.S., Bakker L., Lekerkerk J., Van de Ven M., Vermeer D., Wahyudi S.I., Adi H.P., Adnan M.S., Bakker L., Lekerkerk J., Van de Ven M., Vermeer D., Wahyudi S.I.
Comparison of Downstream Erosion Between Permeable and Impermeable Groundsill Throung Flume Tests
Hsu S.M., Hung P.-F., Sun C.-Y., Wu C.-H., Hsu S.M., Hung P.-F., Sun C.-Y., Wu C.-H., Hsu S.M., Hung P.-F., Sun C.-Y., Wu C.-H.
