Analisis dan Evaluasi Kapasitas Penampang Sungai Sampean Bondowoso dengan menggunakan Program Hec-Ras 4.1
Tejo Kusuma, Agung (2016) Analisis dan Evaluasi Kapasitas Penampang Sungai Sampean Bondowoso dengan menggunakan Program Hec-Ras 4.1. Undergraduate thesis, universitas muhammdiyah jember.
Preview  | 
            
              
Text
 ARTIKEL.pdf - Published Version Download (1MB) | Preview  | 
          
| 
              
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.
ContributionNama Dosen PembimbingNIDN/NIDKUNSPECIFIEDSaiful Rizal, Nanangnidn0705047806UNSPECIFIEDDwi Kuryanto, Totoknidn 0013086602
| Item Type: | Thesis (Undergraduate) | 
|---|---|
| Additional Information: | Agung Tejo Kusuma (1210611013) | 
| Keywords/Kata Kunci: | 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) | 
| Depositing User: | Hendri UF | hendri@unmuhjember.ac.id | 
| 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 | 
      