با همکاری انجمن هیدرولیک ایران

نوع مقاله : مقاله پژوهشی

نویسندگان

1 دانشجوی کارشناسی ارشد مهندسی عمران، مدیریت منابع آب، دانشگاه بیرجند،بیرجند،ایران.

2 استاد گروه عمران دانشگاه بیرجند، بیرجند، ایران.

3 استادیار کرسی یونسکو در مطالعات افلج (باستان شناسی)، دانشگاه نیزوا، نیزوا، عمان

10.22077/jaaq.2024.8115.1076

چکیده

آبخوان‌های ساحلی، سفره‌های آب زیرزمینی هستند که در کنار دریا قرار گرفته‌اند. همواره کیفیت آب این آبخوان‌ها مورد توجه بوده و یکی از اصلی‌ترین نگرانی‌ها در این مورد نفوذ آب شور دریا به آبخوان می‌باشد. میزان اثر‌پذیری آب سفره، به جریان آب زیرزمینی و هم‌چنین غلظت ماده آلاینده نمک بستگی دارد؛ از طرفی میزان شوری وارده نیز به عواملی چون فعالیت‌های کشاورزی و انسانی، تغییرات اقلیمی و غیره وابسته است. امروزه با عنایت به کمبود منابع آب استفاده از منابع آب زیرزمینی افزایش یافته، لذا بررسی پدیده نفوذ آب شور امری ضروری تلقی می‌شود که در این مطالعه به بررسی آن پرداخته می‌شود. در این تحقیق از معادلات نفوذ که شامل معادلات جریان و انتقال هستند استفاده شد. برای حل معادلات مذکور از روش بدون شبکه محلی پتروو-گالرکینMLPG استفاده شد. به‌جهت صحت‌سنجی نتایج، معادلات مسئله استاندارد هنری حل شد. برای بررسی نتایج، مسئله هنری با نرم افزار FEFLOW حل و با مدل پیشنهادی مقایسه گردید و مشاهده شد که نتایج حاصل از روش بدون شبکه پتروو-گالرکین محلی به نتایج مدل اجزاء محدود FEFLOW نزدیک می‌باشد که این نشان از دقت قابل قبول این مدل می‌باشد.

کلیدواژه‌ها

موضوعات

عنوان مقاله [English]

Simulation of sea water infiltration in coastal aquifer using MLPG numerical method.

نویسندگان [English]

  • Elham Karim zadeh 1
  • Abolfazl Akbarpour 2
  • Ali Mohtashami 3

1 MSc Student in Civil Engineering, Water Resources Management, University of Birjand, Birjand, Iran.

2 Professor, Department of Civil Engineering, Faculty of Engineering, University of Birjand, Birjand, Iran.

3 Assistant Professor of UNESCO Chair on Aflaj Studies (Archaeohydrology), University of Nizwa, Nizwa, Oman

چکیده [English]

Coastal aquifers are groundwater aquifers located by the sea. The water quality of these aquifers has always been considered and one of the main concerns, in this case, is the infiltration of salt water into the aquifer. The effectiveness of aquifer water depends on the flow of groundwater as well as the concentration of salt contaminants. On the other hand, the amount of salinity is dependent on factors such as agricultural and human activities, climate change and so on. Today, due to the scarcity of water resources, the use of groundwater resources has increased, so the study of saline water intrusion is considered necessary, which is studied in this study. In this research, diffusion equations including flow and transport equations have been used. To solve the above equations, the meshless local Petrov-Galerkin method has been used. The Henry standard problem was solved to validate the results of the equations. To evaluate the results, the Henry problem was solved with FEFLOW software and compared with the proposed model and it was observed that the results of the meshless local Petrov-Galerkin method are close to the results of the FEFLOW finite element model, which indicates the acceptable accuracy of this model.

کلیدواژه‌ها [English]

  • Saline Water Intrusion
  • Flow and Transport Equations
  • local Petrov- Galerkin Method
  • FEFLOW Model
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