Article Per Year (5 Year)
p-Index From 2021 - 2026
0.444
P-Index
This Author published in this journals
All Journal MEDIA KOMUNIKASI TEKNIK SIPIL JOURNAL OF INDONESIAN ISLAM
Purwantini Purwantini, Purwantini
Departemen Sastra Indonesia, Fakultas Ilmu Budaya - Universitas Airlangga Jalan Dharmawangsan Dalam, Surabaya 60286, (031) 5035676, 5035807
Religion Civil Engineering, Building, Construction & Architecture Social Sciences

Published : 2 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 2 Documents
Search

 1 
THE ADVENTURE OF THE RADICAL ISLAMIC GROUP MEMBERS OF THE FREE ACEH MOVEMENT IN SEUMPAMA MATAHARI NOVEL: Study of Genetic-Structuralism Purwantini Purwantini; Bramantio Bramantio
JOURNAL OF INDONESIAN ISLAM Vol 12, No 1 (2018)
Publisher : State Islamic University (UIN) of Sunan Ampel Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (481.696 KB) | DOI: 10.15642/JIIS.2018.12.1.85-102

Abstract

Studi Kepustakaan Analisis Bendungan Lere di Pulau Sabu, Kabupaten Sabu-Raijua, Propinsi NTT Laurentia, Susilawati Cicilia; Purwantini, Purwantini; Sidiq, Alif Lombardoaji
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 31, Nomor 1, JULI 2025
Publisher : Department of Civil Engineering, Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/mkts.v31i1.68576

Abstract

Sabu Island, Sabu-Raijua Regency, is dry area, recorded having Lere Dam, which is no functioning, caused by a sinkhole in the inundation area, and the water disappears immediately becomes dry. The dam rehabilitation requires a desk-study for the potential agriculture and raw water produced. The study methodology includes: monitoring the existing dam; monitoring results analysis consisting of hydrological, geographical analysis and river basin simulation; recommendations for the axis location of the dam with its optimal and effective storage capacity. The results of the geographical analysis and simulation, show that the location of the main dam axis needs to be shifted upstream at the axis position from 10029'41.86"LS and 121056'37.39"BT to 10029'47.29"LS and 121056'41.87"BT. The rainwater catchment area obtained from this analysis is 415,5 ha. With a simulation of a 9,0 m embankment height, it will provide a reservoir storage volume of 1,100 MCM. As a conclusion, it can be written that this dam analysis desk-study is faster and more cost-effective in finding the optimal reservoir capacity and effective dam height. This study needs to be continued by conducting a field survey and detailed analysis.
Co-Authors A Halim Bramantio Erizar Erizar, Erizar Mustamin, Kaso Santosa, Tomi Apra Sidiq, Alif Lombardoaji Susilawati Cicilia Laurentia