Article Per Year (5 Year)
p-Index From 2021 - 2026
0.408
P-Index
This Author published in this journals
All Journal Ganec Swara
Hasyim Hasyim
Jurusan Teknik Sipil, Fakultas Teknik Universitas Mataram

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

Found 2 Documents
Search

 1 
ANALISIS KAPASITAS SUNGAI MAKAK MENGGUNAKAN STANDART STEP METHOD: Makak River Capacity Analysis Using Standart Step Method Salehudin Salehudin; Hasyim Hasyim
Ganec Swara Vol. 19 No. 2 (2025): Juni 2025
Publisher : Yayasan Al-Amin Qalbu

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59896/gara.v19i2.239

Abstract

Makak river is located in gria village, lingsar district, west lombok regency with coordinates 8033’19.7”s 116008’01.4”e. makak river is unable to drain runoff water discharge due to changes in land use, which has an impact on river capacity. the purpose of the analysis is to check river capacity against the impact of changes in widening, spillway structure, depth, slope, sedimentation and river cliffs, with a review of the simulation of return period discharge that exceeds river capacity. simulated return period floods are used to determine river capacity using the nakayasu method, gama satu and muskingum methods. the results of the nakayasu synthetic unit hydrography (hss) analysis; less than 25 years 25.52 m3/sec, 50-year return period 28,474 m3/sec, 100-year return period 31,228 m3/sec, gama method; 25-year return period 26,523 m3/sec., 50-year return period 27,641 m3/sec., 100-year return period 28,705 m3/sec., muskingum out-flow discharge 8,744 m3/sec., inflo 28,705 m3/sec. standard step method analysis; spillway cres elevation ± 29, water surface elevation at spillway ± 29.5. diversion elevation ± 30 m, intake elevation ± 28.5 cm, drain elevation ± 28.00, river widening 250 meters, bed width 8 meters, cliff height 2 meters, river slope (i) 0.0015. sedimentation of makak river of 200 tons per year is drained once in two months
TINJAUAN KINERJA LAYANAN RUAS JALAN AKIBAT BANGKITAN DAN TARIKAN PERJALANAN MENUJU RSUD PROVINSI NUSA TENGGARA BARAT: Road Performance Review Due To Trip Generation And Attractions Towards West Nusa Tenggara Province Hospital I Wayan Suteja; Rohani Rohani; Hasyim Hasyim; Safera Ourlita Selfina
Ganec Swara Vol. 19 No. 2 (2025): Juni 2025
Publisher : Yayasan Al-Amin Qalbu

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59896/gara.v19i2.242

Abstract

The Integrated Emergency Installation (IGD Terpadu) constructed at the West Nusa Tenggara Provincial Hospital has caused an increase in traffic density on the road network around the NTB Provincial Hospital, so it is necessary to review road services due to the additional traffic load. This research was evaluated of changes value in road network services due to trip generation and attraction to the NTB Provincial Hospital before and after construction. Trip generation and trip distribution indicators on the road network around the hospital was used to evaluate changes in road services, and a traffic modeling approach was used to explain the condition of road services 5 years after construction to. The Do Nothing and Do Something models are used to measure the effect of trip generation and attraction on road service performance after the building is operational. The research shown that there was an increase in traffic volume every year so that road services are decreasing annually. The performance of Prabu Rangka Sari road services has decreased slightly such as in 2023th LOS = C, in 2024th LOS = C, but if no there are no handling was carried out (do nothing) in 2028th the degree of saturation increased until 47%, and road service performance decreases to LOS = E, Raden Mas Panji Anom road section in 2023th LOS = B, in 2024th LOS = B and in 2028th decreased LOS = C, only Jalan Jaya Lengkara in 2023th, 2024th to 2029th road service performance (LOS) = B
Co-Authors I Wayan Suteja Rohani Rohani Safera Ourlita Selfina Salehudin Salehudin