پژوهش های کاربردی مهندسی آب

پژوهش های کاربردی مهندسی آب

شبیه‏سازی هیدروگراف خروجی حوزه آبخیز در قبل و بعد از اقدامات مکانیکی و بیولوژیکی در حوضه

نوع مقاله : مقاله پژوهشی

نویسندگان
1 مرکز تحقیقات و آموزش کشاورزی و منابع طبیعی استان مرکزی، سازمان تحقیقات، آموزش و ترویج کشاورزی، اراک، ایران.
2 بخش فنی و مهندسی اداره کل منابع طبیعی و آبخیزداری استان مرکزی، اراک، ایران.
چکیده
اقدامات آبخیزداری همچون سایر پروژه‏های عمرانی و توسعه‏ای به‏منظور تجزیه و تحلیل عملکرد فعالیت‏ها و تدوین راه‏کارهای اساسی نیازمند ارزیابی می‏باشد. با توجه به نبود تجهیزات اندازه‏گیری و ثبت تغییرات ایجاد شده در وضعیت سیلاب، فرسایش و رسوب حوضه های آبخیز استفاده از مدل‏های هیدرولوژیکی به‏منظور شبیه‏سازی رفتار حوضه در قبل و بعد از اقدامات آبخیزداری ابزاری کارآمد در دستیابی به این اهداف می‏باشد. در این مطالعه به‏منظور ارزیابی اقدامات حوضه آبخیز دره گردو در استان مرکزی از مدل هیدرولوژیک HEC-HMS استفاده گردید. بدین منظور با انجام بازدیدهای صحرایی اقدام به برداشت مشخصات هندسی سازه‏ها، حجم رسوب و حجم خالی گردید. با برداشت پوشش گیاهی حوضه میزان بهبود پوشش گیاهی حوضه و ارتقاء وضعیت هیدرولوژیکی حوضه با استفاده از روش SCS محاسبه و با اعمال تغییرات ایجاد شده در ورودی‏های مدل اقدام به شبیه‏سازی رفتار سیلاب برای بارش‏های با دور بازگشت 50 ساله در قبل و بعد از اقدامات آبخیزداری گردید. نتایج مطالعه ضمن تأثیر متفاوت اقدامات آبخیزداری انجام شده درکاهش دبی اوج و حجم سیلاب برای دور بازگشت‏های مختلف کاربرد آن را به‏منظور پیش‏بینی و ارزیابی تأثیر اقدامات آبخیزداری توصیه می‏کند. در مقیاس تک واقعه دبی اوج سیلاب برای بارش‏های 16 و 56 میلی‏متری به ترتیب، از 81/2 به 16/0 مترمکعب بر ثانیه (میزان 3/94 درصد) و از 40/20 به 11/1 مترمکعب بر ثانیه (میزان 6/94 درصد) کاهش داشت. همچنین زمان پایه هیدروگراف نیز در بارش 16 میلیمتری به میزان 55:56 ساعت (از 4:30 به 60:24 ساعت) و در بارش 56 میلیمتری به میزان 270:10 ساعت (از 19:50 به 290:00 ساعت) افزایش را نشان داد. ولی میزان حجم سیلاب خروجی به ترتیب به میزان 97/1 و 50/2 درصد کاهش یافت. در حالت روزانه طولانی‏مدت نیز احداث بندهای سیل‏گیر باعث شده است دبی اوج هیدروگراف جریان روزانه از 5/7 متر مکعب بر ثانیه به 1/2 متر بر ثانیه کاهش داده است.
کلیدواژه‌ها
موضوعات

عنوان مقاله English

Simulation of watershed output hydrograph before and after mechanical and biological measures in the watershed

نویسندگان English

Amir Moradinejad 1
Saeed Khosrobigi 2
1 Soil Conservation and Watershed Management Research Department, Markazi Agricultural and Natural Resources Research and Education Center, Arak, Agricultural Research Education & Extention Organization (AREEO). Arak, Iran.
2 Technical and engineering department of the General Directorate of Natural Resources and Watershed Management of Markazi Province), Arak, Iran.
چکیده English

Watershed measures, like other construction and development projects, need to be evaluated in order to analyze the performance of activities and develop basic solutions. Due to the lack of equipment to measure and record the changes in the state of flooding, erosion and sedimentation of watersheds, the use of hydrological models to simulate the behavior of the watershed before and after watershed management measures is an efficient tool in achieving These are the goals. In this study, HEC-HMS hydrological model was used in order to evaluate the actions of Dareh Gardo watershed in Central Province. For this purpose, the geometric characteristics of the structures, sediment volume and empty volume were collected by conducting field visits. By harvesting the area's vegetation, the improvement of the area's vegetation and improving the area's hydrological status was calculated using the SCS method, and by applying the changes made to the model's inputs, simulating the flood behavior for rains with a return period of 50 years in the past. And after watershed management measures. The results of the study, along with the different effect of watershed management measures in reducing the peak discharge and flood volume for different return cycles, recommend its use in order to predict and evaluate the impact of watershed management measures. On a single-event scale, the peak flood discharge for 16 and 56 mm rains, respectively, from 2.81 to 0.16 cubic meters per second (rate of 94.3 percent) and from 20.40 to 1.11 cubic meters per second. (rate of 94.6 percent) decreased. Also, the base time of the hydrograph increased by 55:56 hours (from 4:30 to 60:24 hours) in 16 mm rainfall and by 270:10 hours (from 19:50 to 290:00 hours) in 56 mm rainfall. showed But the volume of the outgoing flood decreased by 1.97% and 2.50% respectively. In the long-term daily mode, the construction of flood dams has reduced the peak flow of the daily hydrograph from 7.5 cubic meters per second to 1.2 meters per second.

کلیدواژه‌ها English

Flood Discharge
Gerdo Basin
Modeling
Watershed Management

Abbasi, M., Khairkhah Zarkhakh, M., Hosseini, M., & Mohseni Saravi, M. M. Rohani, 2009, Assessment of Watersheds Technical proceedings using the HEC-HMS Model (Case Study: Tehran Province Branch), Final report of the research project, Soil Conservation and Watershed Management Institute. Educational Research Organization and Agriculture emitting.

Acheampong, J. N., Gyamfi, C., & Arthur, E. (2023). Impacts of retention basins on downstream flood peak attenuation in the Odaw river basin, Ghana. Journal of Hydrology: Regional Studies, 47, 101364.

Allias Omar, S. M., Wan Ariffin, W. N. H., Mohd Sidek, L., Basri, H., Moh Khambali, M. H., & Ahmed, A. N. (2022). Hydrological analysis of Batu Dam, Malaysia in the Urban area: flood and failure analysis preparing for climate change. International Journal of Environmental Research and Public Health, 19(24), 16530.

Evrard, O., Persoons, E., Vandaele, K., & Van Wesemael, B. (2007). Effectiveness of erosion mitigation measures to prevent muddy floods: A case study in the Belgian loam belt. Agriculture, ecosystems & environment, 118(1-4), 149-158.

Ghaffari, F., & Jamali, A. (2013). Assessment of Watershed Biological proceedings in Reducing Flood Peak Using HEC-HMS Model in Dehgin Basin of Hormozgan Province. In 9th National Conference on Watershed Management Sciences and Engineering of Iran. October (Vol. 25).

Golrang, B. M., Lai, F. S., Sadeghi, S. H. R., Khamurudin, M. N., Kudus, K., Mashayekhi, M., & Bagherian, R. (2013). Assessment of Watershed Management Implemented on Springal Peak Flood Discharge and Flood Volume, Using HEC-HMS Model (Case study: Kushk Abad subbasin in Iran). Science and Nature, 2(2), 59-64.

He, C. (2003). Integration of geographic information systems and simulation model for watershed management. Environmental Modelling & Software, 18(8-9), 809-813.

Kalhor, M. (2007). Assessment of Technical-economic of watershed management projects in Jajroud Basin (Doctoral dissertation, Thesis of Watershed Management, Tehran University, Department of natural resources).

Laassilia, O., Saghiry, S., Ouazar, D., Bouziane, A., & Hasnaoui, M. D. (2022). Flood forecasting with a dam watershed event-based hydrological model in a semi-arid context: case study in Morocco. Water Practice & Technology, 17(4), 817-834.

Magilligan, F. J., & Nislow, K. H. (2005). Changes in hydrologic regime by dams. Geomorphology, 71(1-2), 61-78.

Moazeni-Noghondar, S., Alikhani, F., & Hatami Yazd, A. (2022). Assessment of the effect of watershed management operations on runoff and soil erosion (Case study: Nakhab Boshrouyeh basin). Journal of Range and Watershed Managment, 75(2), 299-317.

Moradinejad, A., davodirad, A. and Akhondi, O. (2023). Effect of gabion dam construction on peak discharge and hydraulic characteristics of river flow. Extension and Development of Watershed Management, 11(41), 59-68. (In Persian).

Nabi Pour, Y., Vafakhah, M., & H. Moradi, 2014, Effect of Watershed Management operation on Flood characteristics, Journal of Sciences and Technology of Agriculture and Natural Resources, 18 (67): 199-212. (In prison).

Naef, F., Scherrer, S., & Weiler, M. (2002). A process based assessment of the potential to reduce flood runoff by land use change. Journal of hydrology, 267(1-2), 74-79.

Nafarzadegan, A. R., Kazemi, M., & Samiee, M. (2024). Investigating the Effect of Check Dams on Flood Hydrograph in an Ungauged Watershed (Case study: Kander Abdolreza, Fars province). Iranian Journal of Watershed Management Science and Engineering, 18(64), 64-75.

Sadeghi, S. H. R., Frootan, E., & Sharifi, F. (2006). Performance evaluation of watershed management measures using qualitative method. Geographical Research, 79(4), 37-47.

Shi, P., Zhang, Y., Ren, Z., Yu, Y., Li, P., & Gong, J. (2019). Land-use changes and check dams reducing runoff and sediment yield on the Loess Plateau of China. Science of the Total Environment, 664, 984-994.

Soleimani, F., El-Kathir, A., & Arsham, A. F. Sosnager, 2011 Evaluation of performance biological operation of watershed management projects in the Karoon area Case study of Khersan valley watershed Masjed Soleiman. In 7th National Conference on Watershed Management Sciences and Engineering of Iran. April (pp. 27-28).

Tajiki, M., 2007. Evaluation of the Effect of Watershed Management on Flooding and Sedimentation (Case Study of Ramian Watershed), Thesis of Watershed Management, Gorgan University of Agricultural Sciences and Natural Resources, 125 p.

Teymouri, M., & Omrani, M. (2010). Investigating the performance of watershed projects, case study: Keshir Watershed. In 6th National Conference on Watershed Management Sciences and Engineering of Iran. April (pp. 26-27).

Yoshikawa, N., Nagao, N., & Misawa, S. (2010). Evaluation of the flood mitigation effect of a Paddy Field Dam project. Agricultural Water Management, 97(2), 259-270.

Yuan, S., Li, Z., Chen, L., Li, P., and Zhang, Z. 2022. Influence of check dams on flood hydrology across varying stages
of their lifespan in a highly erodible catchment, Loess Plateau of China. Catena, 210: 105864.

 

 

Abbasi, M., Khairkhah Zarkhakh, M., Hosseini, M., & Mohseni Saravi, M. M. Rohani, 2009, Assessment of Watersheds Technical proceedings using the HEC-HMS Model (Case Study: Tehran Province Branch), Final report of the research project, Soil Conservation and Watershed Management Institute. Educational Research Organization and Agriculture emitting.
Acheampong, J. N., Gyamfi, C., & Arthur, E. (2023). Impacts of retention basins on downstream flood peak attenuation in the Odaw river basin, Ghana. Journal of Hydrology: Regional Studies, 47, 101364.
Allias Omar, S. M., Wan Ariffin, W. N. H., Mohd Sidek, L., Basri, H., Moh Khambali, M. H., & Ahmed, A. N. (2022). Hydrological analysis of Batu Dam, Malaysia in the Urban area: flood and failure analysis preparing for climate change. International Journal of Environmental Research and Public Health, 19(24), 16530.
Evrard, O., Persoons, E., Vandaele, K., & Van Wesemael, B. (2007). Effectiveness of erosion mitigation measures to prevent muddy floods: A case study in the Belgian loam belt. Agriculture, ecosystems & environment, 118(1-4), 149-158.
Ghaffari, F., & Jamali, A. (2013). Assessment of Watershed Biological proceedings in Reducing Flood Peak Using HEC-HMS Model in Dehgin Basin of Hormozgan Province. In 9th National Conference on Watershed Management Sciences and Engineering of Iran. October (Vol. 25).
Golrang, B. M., Lai, F. S., Sadeghi, S. H. R., Khamurudin, M. N., Kudus, K., Mashayekhi, M., & Bagherian, R. (2013). Assessment of Watershed Management Implemented on Springal Peak Flood Discharge and Flood Volume, Using HEC-HMS Model (Case study: Kushk Abad subbasin in Iran). Science and Nature, 2(2), 59-64.
He, C. (2003). Integration of geographic information systems and simulation model for watershed management. Environmental Modelling & Software, 18(8-9), 809-813.
Kalhor, M. (2007). Assessment of Technical-economic of watershed management projects in Jajroud Basin (Doctoral dissertation, Thesis of Watershed Management, Tehran University, Department of natural resources).
Laassilia, O., Saghiry, S., Ouazar, D., Bouziane, A., & Hasnaoui, M. D. (2022). Flood forecasting with a dam watershed event-based hydrological model in a semi-arid context: case study in Morocco. Water Practice & Technology, 17(4), 817-834.
Magilligan, F. J., & Nislow, K. H. (2005). Changes in hydrologic regime by dams. Geomorphology, 71(1-2), 61-78.
Moazeni-Noghondar, S., Alikhani, F., & Hatami Yazd, A. (2022). Assessment of the effect of watershed management operations on runoff and soil erosion (Case study: Nakhab Boshrouyeh basin). Journal of Range and Watershed Managment, 75(2), 299-317.
Moradinejad, A., davodirad, A. and Akhondi, O. (2023). Effect of gabion dam construction on peak discharge and hydraulic characteristics of river flow. Extension and Development of Watershed Management, 11(41), 59-68. (In Persian).
Nabi Pour, Y., Vafakhah, M., & H. Moradi, 2014, Effect of Watershed Management operation on Flood characteristics, Journal of Sciences and Technology of Agriculture and Natural Resources, 18 (67): 199-212. (In prison).
Naef, F., Scherrer, S., & Weiler, M. (2002). A process based assessment of the potential to reduce flood runoff by land use change. Journal of hydrology, 267(1-2), 74-79.
Nafarzadegan, A. R., Kazemi, M., & Samiee, M. (2024). Investigating the Effect of Check Dams on Flood Hydrograph in an Ungauged Watershed (Case study: Kander Abdolreza, Fars province). Iranian Journal of Watershed Management Science and Engineering, 18(64), 64-75.
Sadeghi, S. H. R., Frootan, E., & Sharifi, F. (2006). Performance evaluation of watershed management measures using qualitative method. Geographical Research, 79(4), 37-47.
Shi, P., Zhang, Y., Ren, Z., Yu, Y., Li, P., & Gong, J. (2019). Land-use changes and check dams reducing runoff and sediment yield on the Loess Plateau of China. Science of the Total Environment, 664, 984-994.
Soleimani, F., El-Kathir, A., & Arsham, A. F. Sosnager, 2011 Evaluation of performance biological operation of watershed management projects in the Karoon area Case study of Khersan valley watershed Masjed Soleiman. In 7th National Conference on Watershed Management Sciences and Engineering of Iran. April (pp. 27-28).
Tajiki, M., 2007. Evaluation of the Effect of Watershed Management on Flooding and Sedimentation (Case Study of Ramian Watershed), Thesis of Watershed Management, Gorgan University of Agricultural Sciences and Natural Resources, 125 p.
Teymouri, M., & Omrani, M. (2010). Investigating the performance of watershed projects, case study: Keshir Watershed. In 6th National Conference on Watershed Management Sciences and Engineering of Iran. April (pp. 26-27).
Yoshikawa, N., Nagao, N., & Misawa, S. (2010). Evaluation of the flood mitigation effect of a Paddy Field Dam project. Agricultural Water Management, 97(2), 259-270.
Yuan, S., Li, Z., Chen, L., Li, P., and Zhang, Z. 2022. Influence of check dams on flood hydrology across varying stages
of their lifespan in a highly erodible catchment, Loess Plateau of China. Catena, 210: 105864.
 
 
دوره 1، شماره 2
دی 1404
صفحه 209-224

  • تاریخ دریافت 15 بهمن 1404
  • تاریخ بازنگری 29 بهمن 1404
  • تاریخ پذیرش 22 اسفند 1404