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حل تحلیلی معادله انتقال آلاینده در انواع شبکه رودخانه با لحاظ عبارت منبع گسترده | ||
| تحقیقات آب و خاک ایران | ||
| دوره 53، شماره 5، مرداد 1401، صفحه 1057-1077 اصل مقاله (2 M) | ||
| نوع مقاله: مقاله پژوهشی | ||
| شناسه دیجیتال (DOI): 10.22059/ijswr.2022.341884.669250 | ||
| نویسندگان | ||
| محمدجواد فردادی شیل‌سر؛ مهدی مظاهری* ؛ جمال محمدولی سامانی | ||
| گروه مهندسی و مدیریت آب، دانشکده کشاورزی، دانشگاه تربیت مدرس، تهران، ایران | ||
| چکیده | ||
| در پژوهش حاضر، حل تحلیلی معادله انتقال آلودگی با لحاظ عبارت منبع گسترده و شرط اولیه، برای یک شبکه رودخانه عام در یک دامنه محدود با ضرایب ثابت به‌ازاء شرایط مرزی بالادست و پایین‌دست از نوع دیریکله با روش تبدیل لاپلاس انجام گرفت. وجود عبارت منبع و شرط اولیه، پیچیدگی محاسبات را به‌لحاظ یافتن جواب خصوصی معادله دیفرانسیل معمولی دوچندان می‌کند. به‌منظور ارزیابی حل تحلیلی موجود، دو مثال فرضی ارائه گردید، که در هر کدام، مدل‌سازی بر روی دو نوع شبکه شاخه‌ای و حلقه‌ای با درنظر گرفتن یک منبع آلودگی گسترده انجام گرفت. داده‌های ورودی برای مدل‌سازی هر یک از شبکه‌های رودخانه دلخواه شامل، مقادیر سرعت، ضریب پراکندگی، طول شاخه‌ها، سطح مقطع جریان و غلظت‌های ورودی از مرزها و منبع گسترده می‌باشد. با محاسبه ماتریس‌های انتشار و بیلان جرم لاپلاس‌گرفته شده (با تاثیر منبع گسترده در آن) در شبکه رودخانه براساس ماتریس نحوه اتصال و ماتریس داده‌ها، یک دستگاه معادلات غیرخطی‌ای برحسب متغیر s لاپلاس ایجاد می‌شود، که با حل آن، ماتریس غلظت آلودگی و به‌تبع آن غلظت آلودگی در هر گره با الگوریتم لاپلاس‌گیری وارون عددی محاسبه می‌شود. به‌منظور اعتبارسنجی حل تحلیلی پیشنهادی از حل عددی استفاده شد. نتایج نشان داد که شاخص‌های آماری R2، جذر میانگین مربع خطاها و میانگین خطای مطلق در بهترین حالت به‌ترتیب 86/99%، 0099/0 و 0067/0 کیلوگرم برمترمکعب برای مسیر 1456 و در بدترین حالت به‌ترتیب 20/95%، 0309/0 و 0194/0 کیلوگرم برمترمکعب برای مسیر 23456 شبکه حلقه‌ای بوده و دو حل مذکور انطباق خوبی با یکدیگر داشته و نشان‌دهنده عملکرد مطلوب حل تحلیلی موجود و جایگزینی آن به‌جای حل عددی به‌دلیل دقت بالاتر در شبکه رودخانه می‌باشد. | ||
| کلیدواژه‌ها | ||
| تابع توزیع غلظت؛ روش تبدیل لاپلاس؛ ضرایب ثابت؛ مدل‌سازی ریاضی؛ معادله جابه‌جایی-پراکندگی-واکنش-منبع | ||
| عنوان مقاله [English] | ||
| Analytical solution of pollutant transport equation in different types of river networks considering distributed source term | ||
| نویسندگان [English] | ||
| Mohammad Javad Fardadi Shilsar؛ Mehdi Mazaheri؛ Ja,mal Mohammad Vali Samani | ||
| Department of Water Engineering and Management, Faculty of Agriculture, Tarbiat Modares University, Tehran, Iran | ||
| چکیده [English] | ||
| In this study, the analytical solution of the pollution transport equation considering distributed source term and initial condition was performed by Laplace transform method for a general river network in a finite domain with constant coefficients for upstream and downstream using Dirichlet boundary conditions. Existence of the source term and initial condition increases the computational complexity to find the particular solution of the ordinary differential equation. To evaluate the existing analytical solution, two hypothetical examples were presented, that in each, modeling was performed on two branch and loop networks types considering a distributed source of pollution. Input data for modeling each of the desired river networks include values of velocity, dispersion coefficient, branch lengths, flow area, and input concentrations from boundaries and distributed sources. By calculating the diffusion and Laplace mass balance matrices (by influencing the distributed source) in the river network based on the connection and data matrix, a nonlinear equations system is created according to the Laplace s variable, which by solving it, the pollution concentration matrix and consequently the pollution concentration in each node is calculated by numerical inverse Laplace algorithm. The numerical solution used to validate the proposed analytical solution. The results showed that the statistical indices of R2, root mean square error, and mean absolute error in the best case were 99.86%, 0.0099, and 0.0067 kg/m3 for 1456 route and in the worst case were 95.20%, 0.0309 and 0.0194 kg/m3 for 23456 route of the loop network, respectively. The results showed that the two proposed solutions are well compatible together, indicating the good performance of the existing analytical solution and its replacement instead of numerical solution due to higher accuracy in the river network. | ||
| کلیدواژه‌ها [English] | ||
| Concentration distribution function, Laplace transform method, Constant coefficients, Mathematical modeling, Advection-dispersion-reaction-source equation | ||
| مراجع | ||
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