Modeling Discharge Coefficient of Side Weir on Converging Channel Using Extreme Learning Machine

نویسندگان

  • shabanlou, saeid Department of Water Engineering, College of Agriculture, Islamic Azad University, Kermanshah Branch, Kermanshah
  • yosevfand, fariborz Department of Water Engineering, College of Agriculture, Islamic Azad University, Kermanshah Branch, Kermanshah
  • zaree, sohrab Department of Water Engineering, College of Agriculture, Islamic Azad University, Kermanshah Branch, Kermanshah
چکیده مقاله:

In this study, the discharge coefficient of side weirs located on converging channels was simulated for the first time using a new method of Extreme Learning Machine (ELM). To examine the accuracy of the numerical model, the Monte Carlo simulations were used and the experimental values validation was conducted by the k-fold cross validation method. Then, the input parameters were detected for simulating the discharge coefficient. Subsequently, the number of the Extreme Learning Machine hidden layer neurons was determined using a trial and error process. In the next step, the most optimized activation function was also obtained. Then, using the input parameters, six ELM models were developed and the superior model and the most effective input parameter were identified through a sensitivity analysis. The superior model estimated the discharge coefficient values with an acceptable accuracy. For example, the values of the indices R2 and MAPE for this model were estimated 0.963 and 5.135, respectively and the Froude number at the downstream of the side weir (Fd) was introduced as the most effective parameter. Then, a relationship was provided for the superior model.  

برای دانلود باید عضویت طلایی داشته باشید

برای دانلود متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

منابع مشابه

Effect of Height of Sharp-Crested Weir on Discharge Coefficient

Weirs have widely been used for the flow measurement, flow diversion and its control in the open channels. Attempts have been made to study flow over different shapes of normal weirs, side weirs and oblique weirs. This paper is connected with the development of the discharge coefficient measurement. In the present study four different weirs in different height are considered for validation purp...

متن کامل

Effect of Height of Sharp-Crested Weir on Discharge Coefficient

Weirs have widely been used for the flow measurement, flow diversion and its control in the open channels. Attempts have been made to study flow over different shapes of normal weirs, side weirs and oblique weirs. This paper is connected with the development of the discharge coefficient measurement. In the present study four different weirs in different height are considered for validation purp...

متن کامل

Predicting the side weir discharge coefficient using the optimized neural network by genetic algorithm

Side weir is one of the structures which are widely used in water engineering projects So study on the flow characteristics especially discharge coefficient (Cdsw ) of this type of weir is important. Several Empirical formulas proposed to calculate the Cdsw that they usually associated with significant errors. Thus, using mathematical methods based on artificial intelligence is inevitable. Arti...

متن کامل

Application of Evolutionary Algorithm to Optimization of ANNIS Model for Discharge Coefficient Circular Side Spillway Modeling

In this study, the discharge coefficient of the circular side orifices was predicted using a new hybrid method. Combinations made in this study were divided into two sections: 1) the combination of two algorithms including Particle Swarm Optimization (PSO) and Genetic Algorithm (GA) and providing the PSOGA algorithm 2) using the PSOGA algorithm in order to optimize the Adaptive Neuro Fuzzy Infe...

متن کامل

A laboratory investigation on the potential of computational intelligence approaches to estimate the discharge coefficient of piano key weir

The piano key weir (PKW) is a type of nonlinear control structure that can be used to increase unit discharge over linear overflow weir geometries, particularly when the weir footprint area is restricted To predict the outflow passing over a piano key weir, the discharge coefficient in the general equation of weir needs to be known. This paper presents the results of laboratory model testing of...

متن کامل

منابع من

با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید

ذخیره در منابع من قبلا به منابع من ذحیره شده

{@ msg_add @}


عنوان ژورنال

دوره 8  شماره 28

صفحات  25- 12

تاریخ انتشار 2021-06

با دنبال کردن یک ژورنال هنگامی که شماره جدید این ژورنال منتشر می شود به شما از طریق ایمیل اطلاع داده می شود.

کلمات کلیدی

کلمات کلیدی برای این مقاله ارائه نشده است

میزبانی شده توسط پلتفرم ابری doprax.com

copyright © 2015-2023