Parameters Cp and Ct in Snyder Synthetic Unit Hydrograph Due to Land Use Changes in Napel Sub-watershed, Bengawan Watershed

Authors

  • Burhan Barid INDONESIA
  • Samina W. Ichsan INDONESIA

DOI:

https://doi.org/10.32832/astonjadro.v13i1.14380

Keywords:

Ct; Cp; Snyder SUH; land use change; peak flow.

Abstract

The parameters Cp and Ct depend on the characteristics and slope of the watershed. Watershed characteristics include types of land use that are always dynamic over time. The slope of the watershed affects the smoothness and velocity of runoff flow. The development of an area will cause changes in land use which tend to become more impermeable, of course also affecting the smoothness and speed of runoff flow. This of course results in changes in Cp and Ct in a watershed. Changes in land use in the Napel watershed within 7 years starting from 2015 to 2021 have decreased in areas of jungle forest and other water catchment areas. This research was conducted to determine the influence of land use change on peak discharge and Cp and Ct parameters. The method used is the Snyder Synthetic Unit Hydrograph, which has been tested for suitability against the Measured Unit Hydrograph with validation results included in the very strong correlation category. The Ct value used in 2015 was 1.65 and in 2021 it was 0.78 while the Cp value used in 2015 was 1.4 and in 2021 it was 1.1. The results of the analysis using the Snyder method produced a discharge of 417.882 m3/s in 2015 and 619.52 m3/s in 2021. The resulting discharge shows a significant increase.

Author Biographies

Burhan Barid, INDONESIA

Civil Engineering Department, University Muhammadiyah of Yogyakarta

Samina W. Ichsan, INDONESIA

Civil Engineering Department, University Muhammadiyah of Yogyakarta

References

Amri, K., Ramadhan, M. H., & Fauzi, M. (2021). Analisis Debit Puncak Pada Das Air Manna Bagian Hilir Menggunakan Pendekatan Metode Hidrograf Satuan Sintetis (Hss) Snyder Dan Hec-Ras 5.0. 7. Jurnal Teknik Sipil Cendekia (Jtsc), 2(2), 35-50. Chow, V. T., Maidment, D. R., & Mays, L. W. (1988). Applied Hydrology Mcgraw-Hill International Editions. New York, USA.

Barid, B., Suripin, Kodoatie R., (2020) The Ant Colony Optimization Model To Determine The Parameters Of Hydrograph Unit Snyder, International Journal Of Innovative Technology And Exploring Engineering (IJITEE) ISSN: 2278-3075, Volume-9 Issue-3.

Gustama, G., Sabri, F., & Manalu, D. F. (2018, June). Kesesuaian Hidrograf Satuan Sintetis Terhadap Hidrograf Satuan Terukur (Studi Kasus Sub Sub Daerah Aliran Sungai Pedindang Bagian Tengah). In Fropil (Forum Profesional Teknik Sipil) (Vol. 6, No. 1, Pp. 29-44).

Harto,S. Br, (2000). Analisis Hidrologi. Penerbit PT Gramedia Pustaka Utama

Heriyanto, A. (2018). Studi Pengaruh Perubahan Tata Guna Lahan DAS Ciujung Bagian Hulu Terhadap Debit Di Sungai Ciujung (Doctoral Dissertation, Institut Teknologi Sepuluh Nopember).

Ilmi, M. K. (2019). Kajian Pengaruh Perubahan Tata Guna Lahan Terhadap Kondisi Hidrologi Daerah Aliran Sungai (DAS) Dodokan, Provinsi Nusa Tenggara Barat. Prosiding Konferensi Nasional Pascasarjana Teknik Sipil (KNPTS) X, ISSN, 2477-00.

Kahffi, A., & Lipu, S. (2021). Analisis Hidrograf DAS Poso Dengan Metode Hidrograf Satuan Sintetis Snyder Dan Hidrograf Satuan Sintetis Soil Conversation Service (SCS). REKONSTRUKSI TADULAKO: Civil Engineering Journal On Research And Development, 121-128.

Kristianto, A. B., Norken, I. N., Dharma, I. G. B. S., & Yekti, M. I. (2019). Komparasi Model Hidrograf Satuan Terukur Dengan Hidrograf Satuan Sintetis (Studi Kasus Das Tukad Pakerisan). Comparison Of Measured Unit Hydrograph Model With Synthetic Unit Hydrograph (Case Study Of Tukad Pakerisan Watershed)]. Jurnal Spectran, 7(1), 21-31.

Jayadi R., Handayani, Y. L., & Trihatmodjo, B. (2005). Optimasi Tata Guna Lahan Dan Penerapan Rekayasa Teknik Dalam Analisa Banjir Di Daerah Aliran Sungai: Studi Kasus Daerah Aliran Sungai Ciliwung Hulu Di Bendung Katulampa (The Optimization Of Land Use And The Application Of Engineering Treatment In Flood). Jurnal Manusia Dan Lingkungan, 12(2), 53-61.

Mahyudin, M., Suprayogi, I., & Trimaijon, T. (2014). Model Prediksi Liku Kalibrasi Menggunakan Pendekatan Jaringan Saraf Tiruan (ZST)(Studi Kasus: Sub DAS Siak Hulu) (Doctoral Dissertation, Riau University).

Triatmodjo, B., 2008. Hidrologi Terapan. Beta Offset. Yogyakarta.

Triatmodjo, B., Sasmito, S. Sujono, J., & Sri Harto, B. (2019). Pengaruh Kondisi Awal Kelengasan Tanah Terhadap Debit Puncak Hidrograf Satuan. Jurnal Teknik Sipil, 13(3), 228-239.

Putri, A. F., & Pantaouw, J. P. (2019). Analisis Pengaruh Perubahan Tata Guna Lahan Terhadap Debit Banjir Pada DAS Sunter (Doctoral Dissertation, Sekolah Tinggi Teknik PLN).

Rahmani, R. N., Sobriyah, S., & Wahyudi, A. H. (2018). Transformasi Hujan Harian Ke Hujan Jam-Jaman Menggunakan Metode Mononobe Dan Pengalihragaman Hujan Aliran (Studi Kasus Di Das Tirtomoyo). Matriks Teknik Sipil, 4(1).

Siswoyo, H. (2012). Pengembangan Model Hidrograf Satuan Sintetis Snyder untuk Daerah Aliran Sungai di Jawa Timur. Jurnal Teknik Pengairan: Journal of Water Resources Engineering, 2(1), 42-54.

Published

2024-01-06

How to Cite

Barid, B., & Ichsan, S. W. (2024). Parameters Cp and Ct in Snyder Synthetic Unit Hydrograph Due to Land Use Changes in Napel Sub-watershed, Bengawan Watershed. ASTONJADRO, 13(1), 74–83. https://doi.org/10.32832/astonjadro.v13i1.14380

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Articles