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مقایسه روشهای تبدیل بارش موثر به رواناب سطحی در شبیهسازی هیدروگراف سیل حوضه ننهکران، استان اردبیل | ||
هیدروژئومورفولوژی | ||
دوره 9، شماره 32، آبان 1401، صفحه 86-63 اصل مقاله (1.38 M) | ||
نوع مقاله: پژوهشی | ||
شناسه دیجیتال (DOI): 10.22034/hyd.2022.50000.1624 | ||
نویسندگان | ||
فریبا اسفندیاری1؛ زینب پورگنجی2؛ رئوف مصطفیزاده* 3؛ مریم آقایی4 | ||
1استاد گروه جغرافیای طبیعی، دانشگاه محقق اردبیلی، ایران | ||
2دانشجوی کارشناسی ارشد ژئومورفولوژی و آمایش محیط، دانشگاه محقق اردبیلی، ایران | ||
3دانشیار گروه منابع طبیعی، دانشکده کشاورزی و منابع طبیعی، دانشگاه محقق اردبیلی | ||
4دانشآموخته کارشناسی ارشد سنجش از دور و GIS، دانشکده ادبیات و علوم انسانی، دانشگاه محقق اردبیلی | ||
چکیده | ||
سیلاب از جمله مخاطرات طبیعی است که پیشبینی آن نیازمند ارزیابی پاسخ هیدرولوژیکی حوضه به مقادیر بارش است. با توجه به تنوع مدلهای بارش-رواناب، انتخاب مدل مناسب شبیهسازی رفتار هیدرولوژیکی از اهمیت بسیاری برخوردار است. این مطالعه در حوضه ننهکران در استان اردبیل با هدف ارزیابی انواع روشهای تبدیل بارش به رواناب سطحی، شامل هیدروگراف واحد مثلثی، مثلثی شکسته، مثلثی متغیر و SCS با مدل هیدرولوژیکی Wildcat5 پرداخته شده است. مقادیر بارش در دوره بازگشت 25 ساله با استفاده از نرمافزار Cumfreq محاسبه شد. پس از استخراج نقشه کاربری اراضی با استفاده از تصاویر ماهوارهای، مساحت هر کاربری در حوضه با نرمافزارArcGIS محاسبه شده است. در همه روشهای تبدیل بارش به رواناب مقادیر بارش، زمان تمرکز ثابت بوده تا بهتر میزان تغییرات در مولفههای هیدروگراف نمایان شود. نتایج نشان داد که روش SCS بیشترین دبی به مقدار 50/44 مترمکعب بر ثانیه، حداقل زمان تا اوج به مقدار 19/2 ساعت داشته و روش مثلثی متغیر هم از کمترین میزان دبی اوج برخوردار بوده است. همچنین روش مثلثی ساده حداکثر زمان تا اوج به مقدار 51/4 ساعت را به خود اختصاص داده که حاکی از تفاوت بسیار زیاد هیدروگراف روش SCS با سه روش دیگر بود. در مجموع روش SCS برای تخمین مولفههای هیدروگراف توصیه میشود، چون از پارامترهای مورفومتریک مانند شیب حوضه و شماره منحنی که تابعی از ویژگیهای خاک و پوشش گیاهی حوضه استفاده میکند. در انتخاب روش تبدیل بارش موثر به رواناب باید دقت بیشتری در تخمین شماره منحنی و زمان تمرکز مدنظر قرار گیرد. | ||
کلیدواژهها | ||
سیلاب؛ هیدروگراف واحد؛ بارش-رواناب؛ روش SCS؛ مدلسازی هیدرولوژی؛ حوضه ننهکران؛ استان اردبیل | ||
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مراجع | ||
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