Overflows are an ordinary singularity that origins substantial fatalities of lifecycle and possessions and anthropological civilizations each time and persons have recognized it as a predictable occurrence. In this investigation, to forecast the overflowing in Kasiliyan SWAT hydrological prototypical was applied. Evidence wanted to be this investigation, with topographical maps, terrestrial usage, soil information, and climatological information, information about steady precipitation, temperature, and current degree were organized earlier. SUFI-2 database was applied for prototypical standardization. Subsequently the standardization and optimization of the prototypical, justification of the prototypical in the study zone was completed. The standardization of the prototypical was done from 2004 to 2010 and corroboration was completed from 2011 to 2014. To examine the consequences of arithmetical gauges R², bR², and Nash Sutcliffe constant were applied. Afterward prototypical standardization the particular constants were 0.79, 0.66, and 0.79 and the individual corroboration constants were 0.79, 0.76, and 0.71. The sensitivity consequences of 25 components that are important on overflow aquatic displayed that static components of groundwater improper current, its period, and the smallest quantity of aquatic essential for groundwater improper current are more complex than other components. Quantity Kasiliyan component curvatures were applied for overflow washbasin. Kasiliyan washbasin was separated into 24 zones to investigate the overflowing design. Lastly applying the overhead professed Mockups, it was decided that sub basin number 7 had the primary-rank with runoff 128.06, sub basin number 12 had the next rank with overflow in relations of overflowing and sub basin number 2 with a 12.62 has the minimum quantity of overflow.

溢出是一个普通的奇点，它每次都会导致生命周期和财产以及人类学文明的重大死亡，人们已经认识到它是可预测的事件。在本次调查中，应用了 Kasiliyan SWAT 水文原型的溢流预报。证据希望是这项调查，地形图、陆地使用情况、土壤信息和气候信息，有关稳定降水、温度和当前程度的信息是较早组织的。SUFI-2 数据库用于原型标准化。随后完成了样机的标准化和优化，完成了研究区样机的论证。² , bR ², 和 Nash Sutcliffe 常数被应用。之后的原型标准化，特定常数为 0.79、0.66 和 0.79，个别确证常数为 0.79、0.76 和 0.71。对溢流水体重要的25个分量的敏感性结果表明，地下水异常流的静态分量、其周期和地下水异常流必需的最小水体量比其他分量更复杂。数量 Kasiliyan 组件曲率应用于溢流式洗脸盆。Kasiliyan 洗脸盆被分成 24 个区域来研究溢流设计。最后应用开销自称的模型，确定第 7 号子流域具有径流 128.06 的主要等级，