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بررسی اثر بهینهسازی پارامترهای هیدرولیکی خاک با روشهای حل معکوس و پارامتریک در افزایش دقت شبیهسازی حرکت آب در خاک با مدل HYDRUS | ||
تحقیقات کاربردی خاک | ||
دوره 9، شماره 2، شهریور 1400، صفحه 15-30 اصل مقاله (808.26 K) | ||
نوع مقاله: مقاله پژوهشی | ||
نویسندگان | ||
سمانه اطمینان1؛ وحیدرضا جلالی* 2؛ مجید محمودآبادی2؛ عباس خاشعی سیوکی3؛ محسن پوررضا بیلندی4 | ||
1دانشجوی دکترای فیزیک و حفاظت خاک، دانشگاه شهید باهنر کرمان. | ||
2شهید باهنر کرمان | ||
3گروه مهندسی آب دانشگاه بیرجند | ||
4دانشیار گروه علوم خاک، دانشگاه بیرجند. | ||
چکیده | ||
ایران در کمربند خشک و نیمهخشک زمین قرار گرفته است و از سوی دیگر به دلیل خشکسالی، تغییر اقلیم و سوءمدیریت با کاهش منابع آب شیرین مواجه میباشد. بنابراین لزوم افزایش بهرهوری در مصرف آب امری کاملاً بدیهی و ضروری است. از روشهای مدیریتی در راستای افزایش بهرهوری از منابع آب میتوان به روشهای نوین آبیاری اشاره نمود. مدیریت و کاربرد این روشهای نوین آبیاری نیز مستلزم مطالعه روند تغییرات رطوبت خاک و میزان قابل دسترسی آن برای گیاه میباشد. در این مطالعه با هدف ارزیابی عملکرد مدل هیدرولوژیکی HYDRUS-1D در روش آبیاری سنترپیوت در مزرعه یونجه چهار ساله، به ارزیابی برآورد پارامترهای هیدرولیکی خاک با استفاده از روش حل معکوس نسبت به روش توابع پارامتریک در دو عمق متفاوت پرداخته شد. از اینرو، در این تحقیق برای تعیین مقدار هر یک از پارامترهای هیدرولیکی خاک، از الگوریتم بهینهساز مجموعه ذرات (PSO) بهعنوان روش حل معکوس و سه تابع پارامتریکی، Rosetta، قربانی و همایی و سپاسخواه و بندر استفاده شد. در ابتدا از بین سه تابع پارامتریک بهترین تابع انتخاب و در ادامه میزان کارایی روش حل معکوس نسبت به روش پارامتریک در فرآیند شبیهسازی جریان غیراشباع آب تحت مدل HYDRUS HYDRUSمورد ارزیاب\ی قرار گرفت. نتایج بیانگر توانایی و کارایی قابل قبول الگوریتم PSO در برآورد منحنی رطوبتی خاک و پارامترهای هیدرولیکی آن بوده است. همچنین با ارزیابی شاخصهای آماری، نشان داده شد که طی لینکنمودن مدل HYDRUS HYDRUSبا الگوریتم PSO، این مدل بهتر توانسته است روند تغییرات رطوبت خاک را برآورد نماید. بهترین عملکرد مدل در لایه سطحی با ضرایب 0.89= E، 0.94=d و 0.98=R2 حاصل شد. | ||
کلیدواژهها | ||
حل معکوس؛ مدل HYDRUS؛ منحنی رطوبتی خاک | ||
مراجع | ||
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Hydrological Processes: An International Journal, 23(3): 430-441. | ||
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