BibTex Citation Data :
@article{JKTS4170, author = {Reza Prakasa and Ridho Anggoro and Abdul Kadir and Al Falah}, title = {ANALISIS KAPASITAS PENAMPANG BANJIR KANAL BARAT KOTA SEMARANG UNTUK PERENCANAAN PENGENDALIAN BANJIR}, journal = {Jurnal Karya Teknik Sipil}, volume = {2}, number = {1}, year = {2013}, keywords = {Flood Control; HEC-RAS;HEC-HMS}, abstract = {Overflow in the West Floodway is a natural event caused by inadequate river capacity to flow the existing discharge.Based on the analysis of hydrological West Floodway with the help of software HEC-HMS (Hydrologic Engineering Center-Hydrologic Modeling System) obtained discharge plan (Q50) of 951.9 m 3 /s. The hydraulics analysis was carried out by the help of software HEC-RAS (Hydrologic Engineering Center-River Analysis System)and the result is an overflow along the 8 km (WF 0-WF 97) in the West Floodway Region. To overcome these problems, it is necessary to be taken a solution, that is increasing river capacity. Based on existing field conditions (limited space) then the plan is using 2 type of river profiles, there are at the downstream river is used for single and double crosssection on the upstream, both is planning using manning formula.}, pages = {290--308} url = {https://ejournal3.undip.ac.id/index.php/jkts/article/view/4170} }
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