random walk algorithm

Determination of wells' capture zones are one of the important issues which must be considered in every aquifers. Methods used for depicting this area divides into two simple and complex methods. Through the simple one several mathematical equations utilized and in the complex method, numerical models are applied. In this study, for the first time, the capture zone of the extraction wells in a standard confined aquifer and Birjand unconfined aquifer was determined using Feflow simulation model. After the simulation procedure in the period of 1390-1391 with monthly time step, the groundwater head is obtained, then the capture zone for each well was depicted. In confined aquifer this area individually determined for 3 extraction wells in two periods of 50 and 180 days. The results showed that the extension of the capture zone for all three wells is toward the part of the aquifer with higher groundwater level. Also, the results revealed that, in areas of the aquifer with higher transmissivity coefficient, the zone is more extended and for the areas with lower transmissivity coefficient, its width decreases and becomes narrower. For instance in second well the width of capture zone in the third zone is 302.86 m, however, it is 267.46 m in the second zone. In Birjand aquifer which consists of 190 extraction wells, 5 wells were chosen randomly to depict capture zone for them in five years and thirty years period. The results revealed that the extension of the capture zones were corresponded to the flow direction. Also, extraction rate of wells and hydraulic conductivity coefficient were two effective parameters in the shape of these zones. As the fifth well in Birjand aquifer with the least value of discharge rate had the smallest length of capture zones among all the wells.