Studi Penentuan Lengkung Debit Monitoring Banjir Sebagai Penunjang Sistem Pemberitaan Banjir dan Early Warning System Di Kali Jeroan Kabupaten Madiun

Rosfadillah, Ananda (2024) Studi Penentuan Lengkung Debit Monitoring Banjir Sebagai Penunjang Sistem Pemberitaan Banjir dan Early Warning System Di Kali Jeroan Kabupaten Madiun. Other thesis, Institut Teknologi Sepuluh Nopember.

Text 5017201039-Undergraduate_Thesis.pdf - Accepted Version Restricted to Repository staff only until 1 October 2026. Download (8MB) | Request a copy

Abstract

Sungai Jeroan yang terletak di Kabupaten Madiun merupakan anak sungai dari Sungai Madiun yang memiliki panjang sungai utama ±35 km. Diketahui Sungai Jeroan sering terjadi luapan dan mengakibatkan banjir sehingga menimbulkan kerugian bagi masyarakat setempat. Pemerintah telah aktif dalam mengatasi banjir tersebut dengan berbagai pengendalian banjir struktural, namun pengendalian tersebut dirasa masih kurang efektif sehingga diperlukan perencanaan pengendalian banjir secara non-struktural dengan Monitoring Banjir. Monitoring Banjir ini direncanakan berdasarkan pemantauan tinggi muka air Sungai Jeroan kemudian dimodelkan menggunakan software HEC-RAS. Rumus debit dimodelkan menggunakan Coding dengan metode regresi linear dan didapatkan hasil pemodelan kurva lengkung debit
=====================================================================================================================================
The Jeroan River, which is located in Madiun Regency, is a tributary of the Madiun River which has a main river length of ± 35 km. It is known that the Jeroan River often overflows and causes flooding, causing losses to the local community. The government has been active in dealing with these floods with various structural flood controls, but these controls are still deemed to be less effective, so non-structural flood control planning with Flood Monitoring is needed. This flood monitoring was planned based on monitoring the water level of the Jeroan River and then modeling it using HEC-RAS software. The discharge formula was modeled using coding with the linear regression method and the results of the discharge curve curve modeling were obtained

Item Type:	Thesis (Other)
Uncontrolled Keywords:	Sungai Jeroan, Pengendalian Banjir Non-Struktural, Monitoring Banjir, HEC RAS, Early Warning System (EWS), Jeroan River, Non-Structural Flood Control, Flood Monitoring, HEC-RAS, Early Warning System (EWS).
Subjects:	T Technology > T Technology (General) > T174.5 Technology--Risk assessment. T Technology > T Technology (General) > T57.62 Simulation T Technology > T Technology (General) > T57.74 Linear programming T Technology > TC Hydraulic engineering. Ocean engineering > TC424 Water levels T Technology > TC Hydraulic engineering. Ocean engineering > TC530 Flood control
Divisions:	Faculty of Vocational > Civil Infrastructure Engineering (D4)
Depositing User:	Ananda Rosfadillah
Date Deposited:	15 Aug 2024 06:43
Last Modified:	15 Aug 2024 06:43
URI:	http://repository.its.ac.id/id/eprint/112536

Actions (login required)

View Item