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Development of Dissolved Oxygen Model for a Highly Variable Flow River: A Case Study of Ravi River in Pakistan

机译:高变流量河水溶解氧模型的建立-以巴基斯坦拉维河为例

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A framework for dissolved oxygen (DO) modeling of the Ravi River has been developed based on a combination of laboratory measurements and field and monitoring data. Both the classical Streeter-Phelps (CSP) and the modified Streeter-Phelps (MSP) models are used for DO simulations. The MSP model considers the carbonaceous biochemical oxygen demand (CBOD) and nitrogenous biochemical oxygen demand (NBOD) separately, whereas the CSP model is evaluated considering only the CBOD and NBOD is incorporated in the overall BOD utilization rate. CBOD, NBOD and BOD rates have been determined through long term BOD analysis of five main wastewater outfalls and two surface drains discharging into the Ravi River over a 98 km stretch. Analysis by Thomas Method manifests strong coefficient of determination "R~2" between 0.72 and 0.98 for all the three types of BOD rates. Sensitivity analyses have also been carried out to find out a suitable reaeration rate formula for highly variable flows in the Ravi River. The CSP model results based on classical approach of considering only CBOD show significant difference between the model predictions and field measurements suggesting that NBOD needs to be incorporated for the model development. The dissolved oxygen values calculated using the MSP model and the CSP model based on overall BOD rate are in close agreement with field measurements and are thus suitable to model DO levels in the Ravi River.
机译:拉维河的溶解氧(DO)建模框架是根据实验室测量值,现场数据和监测数据共同开发的。经典的Streeter-Phelps(CSP)模型和改进的Streeter-Phelps(MSP)模型均用于DO模拟。 MSP模型分别考虑碳质生化需氧量(CBOD)和含氮生化需氧量(NBOD),而CSP模型仅考虑CBOD和NBOD纳入整体BOD利用率中进行评估。 CBOD,NBOD和BOD的比率已通过对五个主要废水排放口和两个排入Ravi河长达98公里的地表排水进行长期BOD分析来确定。通过Thomas方法进行的分析表明,对于所有三种BOD速率,测定系数“ R〜2”在0.72至0.98之间。还进行了敏感性分析,以找到适合拉维河高变流量的通气速率公式。基于仅考虑CBOD的经典方法的CSP模型结果显示,模型预测与现场测量之间存在显着差异,表明NBOD需要纳入模型开发中。使用MSP模型和CSP模型基于总BOD速率计算出的溶解氧值与现场测量结果非常吻合,因此适合用于模拟拉维河中的DO水平。

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