شبیه سازی رواناب در حوضه بالادست هلمند افغانستان با استفاده از واسنجی چندهدفه و مدل مفهومی FLEX

نوع مقاله : مقاله پژوهشی

نویسندگان

1 دانشجوی دکتری آبیاری زهکشی/ گروه مهندسی آب، دانشگاه زابل.

2 دانشیار/ گروه مهندسی آب، دانشکده آب و خاک، دانشگاه زابل.

3 استادیار/ گروه مهندسی آب، دانشکده کشاورزی، دانشگاه بیرجند.

4 استادیار/ گروه مدیریت منابع آب، دانشگاه تربیت مدرس.

چکیده

رودخانه هیرمند اصلی‌ترین زهکش نیمه جنوبی افغانستان بوده و تأثیر به سزایی در حیات اقتصادی‌- ‌اجتماعی منطقه سیستان دارد. در راستای ارزیابی پتانسیل آبی رودخانه هیرمند در طولانی مدت نیاز به استفاده از مدل بارش رواناب می باشد. هدف از این تحقیق شبیه‌سازی رواناب روزانه حوضه بالادست هلمند با استفاده از مدل مفهومی FLEX در ترکیب با بهینه‌سازی چندهدفه بوده که در سایر تحقیقات پیشین مورد توجه نبوده است. بنابراین در ابتدا مدل به صورت یکپارچه با درنظر گرفتن یک تابع هدف و سپس به صورت نیمه توزیعی و افزودن لگاریتم جریان به تابع هدف ارزیابی گردید. نتایج پژوهش نشان دهنده کارایی بالای مدل در حالت نیمه توزیعی و استفاده از دو تابع هدف برای واسنجی پارامترها بوده و ضرایب NS، NS-log در دو حالت واسنجی و صحت‌سنجی به ترتیب برابر 86/0، 92/0 ، 76/0 و 81/0می‌باشد. باتوجه به اینکه همه نقاط روی جبهه پرتو جزو بهترین راه‌حل‌ها هستند، بنابراین برای هر پارامتر بازه بهینه آن در نظر گرفته شد. همچنین باتوجه به نتایج رضایت-بخش مدل به صورت ماهانه، می‌تواند جهت بررسی خشکسالی و تغییراقلیم در حوضه مورد مطالعه استفاده گردد.

کلیدواژه‌ها

موضوعات


عنوان مقاله [English]

The Simulation of Discharge in Upper Helmand Basin of Afghanistan Using Multi-objective Optimization and FLEX Conceptual Model

نویسندگان [English]

  • Artemis Roodari 1
  • Farzad Hassanpour 2
  • Mostafa Yaghoobzadeh 3
  • Majid Delavar 4
1 Ph.D. Candidate of Water Engineering Group, Department of Soil and Water, Zabol University, Zabol, Iran.
2 Associate Professor, Department of Soil and Water, Zabol University, Zabol, Iran
3 Assistant ‌Professor, Department of Water Engineering, Birjand University, Birjand, Iran.
4 Assistant ‌Professor, Department of Water Resources Management, Tarbiat Modares University, Tehran, Iran.
چکیده [English]

Hirmand River is the main drainage system in the southern part of Afghanistan and has a significant impact on the socio-economic life of Sistan region. The assessment of water potential of Hirmand River is essential for long term period, which requires the use of rainfall-runoff model. The present study focuses on simulating the daily discharge of the upper Helmand basin of Afghanistan using the conceptual model FLEX in combination with multi-objective optimization, which has not been considered in previous studies. At first, the discharge was evaluated integrally by lumped model considering one objection function. Then it was simulated using semi-distributed model by adding the logarithm of the flow to the objection function. The results of this study indicates that the model is efficient in the semi-distributed mode by using two objection functions for calibration of parameters. The coefficients of NS, NS-log in the calibration and validation period were estimated to be 0.86, 0.92, 0.76 and 0.81, respectively. Pareto front analysis gave the best optimum set for each parameter used in model simulation. The model gives satisfactory results based on monthly calibration and can be used to investigate the drought and climate change research of studied basin.

کلیدواژه‌ها [English]

  • Rainfall-runoff simulation
  • Multiobjective optimization
  • FLEX model
  • Pareto front
  • Upper Helmand basin of Afghanistan
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