نشریه علمی - پژوهشی مرتع و آبخیزداری

نوع مقاله : مقاله پژوهشی

نویسندگان

1 استادیار دانشکده منابع طبیعی، دانشگاه کشاورزی و منابع طبیعی رامین خوزستان، ایران.

2 استاد دانشکده منابع طبیعی، دانشگاه تهران، ایران.

3 استاد دانشکده مهندسی و فناوری کشاورزی، دانشگاه تهران، ایران.

4 استادیار دانشکده منابع طبیعی، دانشگاه تهران، ایران.

چکیده

هدایت هیدرولیکی یکی از مهم‌ترین خصوصیات هیدرولیکی است که حرکت آب در محیط متخلخل را کنترل می‌کند. ازاین‌رو برآورد دقیق آن در ارزیابی میزان تبادل آب بین جریان‌های سطحی و زیرزمینی از اهمیت فراوانی برخوردار است. در این مطالعه از 12 رابطه تجربی مبتنی بر آنالیز اندازه ذرات و 4 معادله نفوذ به‌منظور برآورد هدایت هیدرولیکی 3 نوع رسوب در عرصه پخش سیلاب جارمه در استان خوزستان استفاده شد و نتایج حاصله با هدایت هیدرولیکی اندازه‌گیری شده توسط آزمایش استوانه‌های مضاعف مقایسه و ارزیابی شدند. نتایج به‌دست‌آمده از روابط تجربی نشان داد که در 9 رابطه بیش‌برآورد یا کم‌برآورد مشاهده می‌شود و 3 رابطه نزدیک به مقادیر اندازه‌گیری شده، برآورد کرده‌اند. رابطه هیزن بیشترین بیش‌برآورد، رابطه اسلیچتر بیشترین کم‌برآورد و رابطه شفرد بهترین برآورد را داشته است. درمجموع، روابط تجربی به‌منظور قابل استفاده بودن نیاز دارند تا ضرایب C در آن‌ها اصلاح شود. نتایج به‌دست‌آمده از معادلات نفوذ نشان می‌دهد که هر 4 معادله نفوذ، برآورد قابل قبولی از هدایت هیدرولیکی داشته‌اند و اختلاف معنی‌داری بین آن‌ها مشاهده نمی‌شود. در بین این معادلات، کاستیاکوف و گرین-امپت بهترین معادلات بوده‌اند.

کلیدواژه‌ها

عنوان مقاله [English]

Evaluating of Efficiency of Empirical Formulae Based on Grain-Size and Infiltration Equations for Estimating Sediment Hydraulic Conductivity (Case Study: Jarmeh Flood Spreading System, Khuzestan Province)

نویسندگان [English]

  • mohammad moazami 1
  • Sadat Feiznia 2
  • Majid Khayyat Kholghi 3
  • Arash Malekian 4

1 assistant professor, nature reclamation department/ khuzestan agriculture & natural resources university

2

3

4

چکیده [English]

Hydraulic conductivity is an important parameter for controling water flow through porous media. Hence, accurate estimation of this parameter is important for evaluating flow exchange between surface water and groundwater. In this study, 12 empirical formulae based on grain-size and 4 infiltration equations were used for estimating hydraulic conductivity on 3 sites in Jarmeh flood spreading system, Khuzestan Province. Results were evaluated using measured hydraulic conductivity by double rings infiltrometer. The results of the empirical formulae showed that 9 formulae were overestimated or underestimated and 3 formulae were close to measured values. Hazen formula gave the largest overestimation and Slitcher formula gave the largest underestimation and Shepherd formula is the best one. Generally, empirical formulae applicability requires the calibration of C coefficients. The results of the infiltration equations showed that all of 4 equations estimated hydraulic conductivity appropriately and there are no significant differences between them. Among the equations, Kastiakov and Green-Ampt were the best.

کلیدواژه‌ها [English]

  • Hydraulic conductivity
  • Empirical formulae
  • Infiltration equations
  • Double Rings
  • Khuzestan
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