eprintid: 4652
rev_number: 7
eprint_status: archive
userid: 16
dir: disk0/00/00/46/52
datestamp: 2026-04-23 08:12:56
lastmod: 2026-04-23 08:12:56
status_changed: 2026-04-23 08:12:56
type: article
metadata_visibility: show
creators_name: Mushthofa, Mushthofa (2026)
creators_name: Fajrina Nur Fadhila, Fadhila
creators_name: Yulia Indriani, Indriani
creators_name: Nasyiin Faqih, Faqih
creators_name: Mochammad Qomaruddin, Qomaruddin
creators_id: zainmushthofa01981@gmail.com
creators_id: -
creators_id: -
creators_id: -
creators_id: -
corp_creators: Universitas Bojonegoro
title: Effectiveness Of Absorption Wells Using The Sunjoto Method To Control Flooding In The Village Of Ngraseh Bojonegoro
ispublished: pub
subjects: TA
divisions: ts
keywords: Infiltration wells, sunjoto method, optimum depth, number of infiltration wells
abstract: Infiltration wells are a form of hydrological infrastructure used to manage rainwater. Infiltration wells are usually built as part of a rainwater management system to soak rainwater into the ground and reduce surface waterlogging as well as slow down surface runoff and allow rainwater to seep into the ground to renew aquifers or prevent waterlogging. Maintaining groundwater levels is an important step in sustainable water resource management. The aim of this research is to plan effective infiltration wells to replace rainwater catchment areas lost due to building construction. The planning of this infiltration well uses the Sunjoto method. From the research results, it was found that an effective infiltration well design was calculated using the Sunjoto method. With the data, each roof area of the house has an optimum number of infiltration wells with a planned infiltration well diameter of 1 m with a depth of 2.5 m with an effective depth according to the calculations is as follows: 60 m2 number of 1 unit of absorption well with an optimum depth of 2.82 m, 80 m2 number of 2 units of absorption well with an optimum depth of 3.76 m, 100 m2 number of 2 units of absorption well with an optimum depth of 4.7 m, 120 m2 number of 2 units of infiltration wells with an optimum depth of 5.64 m, 140 m2 number of 3 units of absorption wells with an optimum depth of 6.58 m, 160 m2 number of 3 units of absorption wells with an optimum depth of 7.52 m, 180 m2 number of 3 units of absorption wells with an optimum depth of 8.46 m, 200 m2 total of 4 units of infiltration wells with an optimum depth of 9.4 m
publisher: Journal of Green Science and Technology
full_text_status: public
publication: Journal of Green Science and Technology
volume: 8
number: 1
pagerange: 18-27
refereed: TRUE
issn: 2621-3966
citation:   Mushthofa, Mushthofa (2026) and Fajrina Nur Fadhila, Fadhila and Yulia Indriani, Indriani and Nasyiin Faqih, Faqih and Mochammad Qomaruddin, Qomaruddin   Effectiveness Of Absorption Wells Using The Sunjoto Method To Control Flooding In The Village Of Ngraseh Bojonegoro.  Journal of Green Science and Technology, 8 (1).  pp. 18-27.  ISSN 2621-3966     
document_url: https://repository.unigoro.ac.id/id/eprint/4652/1/LIT%202024%20Maret%20Mushthofa%2C%20Fajrina%20Nur%20Fadhila%2C%20Yulia%20Indriani%2C%20Nasyiin%20Faqih%2C%20Mochammad%20Qomaruddin.pdf