Article Per Year (5 Year)
p-Index From 2021 - 2026
0.444
P-Index
This Author published in this journals
All Journal Jurnal Teknik Hidro International Journal of Health, Economics, and Social Sciences (IJHESS)
Nenny
Muhammadiyah University of Makassar
Economics, Econometrics & Finance Public Health Social Sciences

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

Found 2 Documents
Search

 1 
Analysis of Sediment Transport Patterns in Rivers Using Hydrological and Geomorphological Approaches Nenny
International Journal of Health, Economics, and Social Sciences (IJHESS) Vol. 6 No. 2: April 2024 - International Journal of Health, Economics, and Social Sciences (IJHESS)
Publisher : Universitas Muhammadiyah Palu

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56338/ijhess.v6i2.5223

Abstract

Rivers as a crucial element in the hydrological system provide water for various human, agricultural, industrial and ecosystem needs. However, natural phenomena such as erosion and sedimentation can threaten the stability of rivers and the surrounding environment. This study outlines the impacts of sedimentation on the Bailang River and Sario River, highlighting the importance of hydrological and geomorphological approaches in understanding sediment transport patterns. Land conversion along the Bailang River has caused narrowing of the river channel and sedimentation, increasing the risk of flooding. Hydrological analysis shows that changes in water discharge and rainfall influence sediment transport in the Bailang River. In the Sario River, flooding and erosion affect river morphology, with large water discharges being the main cause of flooding. The hydrological approach considers factors such as water discharge and rainfall, while the geomorphological approach considers landforms, topography and river flow patterns. The analysis shows that interactions between hydrological and geomorphological factors influence sediment transport patterns in both rivers. The results of this research provide an in-depth understanding of sediment transport patterns in the Bailang River and Sario River. The implications include planning effective river management strategies, mitigating erosion, sedimentation and flood risk, as well as better spatial planning in riverbank areas. The contribution of this research is important for sustainable river management and environmental protection. Understanding sediment transport patterns provides the basis for developing more effective erosion and sedimentation mitigation strategies, with the aim of minimizing their negative impacts on rivers and their environment.
STUDI GERUSAN LOKAL PADA PILAR JEMBATAN SUNGAI BATU NIPA Arfa; Arif Prasetia; Nenny; Kasmawati
TEKNIK HIDRO Vol. 19 No. 2 (2026): Teknik Hidro Agustus 2026
Publisher : Universitas Muhammadiyah Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26618/kky2ey23

Abstract

Abstrak Salah satu struktur utama bagian bawah adalah pilar jembatan yang secara  langsung berhubungan dengan aliran air. Adanya pilar jembatan pada ruas sungai  menyebabkan perubahan pola aliran yang menimbulkan gerusan lokal di sekitar pilar  sehingga mengakibatkan penurunan elevasi dasar sungai. Tujuan Penelitian ini untuk  menganalisis hubungan kecepatan aliran terhadap kedalaman aliran Jembatan Sungai Batu  Nipa dan menganalisis kedalaman gerusan di sekitar pilar Jembatan Sungai Batu Nipa. Dalam  penelitian ini menggunakan metode studi lapangan. Adapun data yang digunakan yakni data  primer dan sekunder serta menggunakan variabel bebas dan variabel terikat. Hasil penelitian  ini menunjukkan bahwa 1) Hasil perhitungan dengan menggunakan 2 (dua) metode yaitu  Laursen dan Touch, dan Colorado State University (CSU) hal ini dapat dilihat bahwa  kecepatan aliran berbanding lurus dengan kedalaman gerusan, Semakin besar nilai kecepatan  aliran maka gerusan lokal yang terjadi juga akan semakin besar. 2) Hasil perhitungan  kedalaman gerusan di sekitar pilar didapatkan besaran kedalaman gerusan maksimum yang  terjadi pada titik 1 sebesar 1,27 m dan kedalaman gerusan minimum terjadi pada titik 7  sebesar 0,80 m dari hasil perhitungan Metode Loursen dan Toch, serta titik 4 sebesar 1,49 m  dan kedalaman gerusan minimum terjadi pada titik 8 sebesar 0,97 m. dari hasil perhitungan  Metode Colorade University (CSU). Kata kunci: Gerusan, Jembatan, Sungai   Abstract One of the main structures at the bottom is the bridge pillar, which is directly  connected to the water flow. The presence of bridge pillars on the river section causes changes in  the flow pattern, resulting in local scouring around the pillars and causing a decrease in the  riverbed elevation. The purpose of this study is to analyze the relationship between flow velocity  and flow depth of the Batu Nipa River Bridge and to analyze the erosion depth around the pillars  of the Batu Nipa River Bridge. This study uses a field study method. The data used are primary  and secondary data, as well as independent and dependent variables. The results of this study  show that 1) The results of calculations using two methods, namely Laursen and Touch, and  Colorado State University (CSU), show that flow velocity is directly proportional to scour depth.  The greater the flow velocity, the greater the local scouring that occurs. 2) The results of the  erosion depth calculation around the pillars show that the maximum erosion depth occurs at  point 1 at 1.27 m and the minimum erosion depth occurs at point 7 at 0.80 m from the results of  the Loursen and Toch Method calculation, while at point 4 the maximum erosion depth is 1.49 m  and the minimum erosion depth occurs at point 8 at 0.97 m. from the Colorado State University  (CSU) method calculations. Keywords: Erosion, Bridge, River
Co-Authors Arfa Arif Prasetia Kasmawati