Tejo Kusuma, Agung (2016) Analisis dan Evaluasi Kapasitas Penampang Sungai Sampean Bondowoso dengan menggunakan Program Hec-Ras 4.1. Undergraduate thesis, universitas muhammdiyah jember.
|
Text
ARTIKEL.pdf - Published Version Download (1MB) | Preview |
|
![[img]](http://repository.unmuhjember.ac.id/style/images/fileicons/text.png) |
Text
PENDAHULUAN.pdf Download (554kB) |
|
|
Text
ABSTRAKSI.pdf Download (12kB) |
|
|
Text
BAB I.pdf Download (1MB) |
|
|
Text
BAB II.pdf Restricted to Repository staff only Download (649kB) |
|
|
Text
BAB III.pdf Restricted to Repository staff only Download (20kB) |
|
|
Text
BAB IV.pdf Restricted to Repository staff only Download (389kB) |
|
|
Text
BAB V.pdf Restricted to Repository staff only Download (6MB) |
|
|
Text
BAB VI.pdf Restricted to Repository staff only Download (10kB) |
Abstract
Sampean Watershed is a regional watershed and its area about 856.4 Km2, includes Bondowoso and Situbondo Regency. Upstream is in the Argopuro and Raung Mountain Complex, Bondowoso Regency. The downstream is in Panarukan, Situbondo. The main problem of Sampean River is flood. Sampean watershed is fan shaped, the number of tributaries, are short and steep slope. This result in the concentration time rains flow into relatively quickly, so the flood that occurs mostly a flash flood. The aim of this study is to determine the ability of the existing capacity of the river to accommodate the flood discharge and normalization Sampean River flood control efforts. Flood mitigation efforts is planned by improvement the cross section of the river or normalization and building the embankment. The hydraulic analysis of flow profile is using HEC-RAS program 4.1 Version. In this study, using the flood control planning of flood discharge plan HSS Nakayasu Q5th method. From the calculation, in the can discharge a peak of 356.587 m3/s. From the results of studies using HEC-RAS program, at some point can be seen not able to accommodate the flood discharge so it is necessary to do channel normalization. Point of an overflow of water that peg number 56, 52, 46, 45, 41, 40, 38, 37, 35, 33, 25, 17, 16, and 15.
| Item Type: | Thesis (Undergraduate) | |||||||||
|---|---|---|---|---|---|---|---|---|---|---|
| Additional Information: | Agung Tejo Kusuma (1210611013) | |||||||||
| Uncontrolled Keywords: | Capacity Sectional, Normalization, HEC-RAS 4.1 | |||||||||
| Subjects: | 000 Computer Science, Information, & General Works > 004 Data Processing, Computer Science | |||||||||
| Divisions: | Faculty of Engineering > Department of Informatics Engineering (S1) | |||||||||
| Department: | ["eprint_fieldopt_department_KODEPRODI55201#TEKNIKINFORMATIKA" not defined] | |||||||||
| Depositing User: | Hendri UF | |||||||||
| Contributors: |
|
|||||||||
| Date Deposited: | 13 Jul 2018 01:27 | |||||||||
| Last Modified: | 06 Apr 2020 12:16 | |||||||||
| URI: | http://repository.unmuhjember.ac.id/id/eprint/442 |
Actions (login required)
 |
View Item |