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FORMULATION, CALIBRATION AND VERIFICATION OF A MATHEMATICAL MODEL FOR PINIOS RIVER, GREECE

机译:Pinios River,Greece的数学模型的制定,校准和验证

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In the present work a relatively simple 1-D mathematical model is developed, calibrated and verified for the modeling of water quality of Pinios River, Greece. This work is the first step towards the formulation of a more complicated model, which together with other models, such as MIKE-SHE, will constitute a useful tool for the management of the waters of Pinios River within the framework of the EU Waterframe Directive. For the construction of the model the code RISQ-1D (River and Stream water Quality in 1 Dimension) is used, which has been developed in the Laboratory of Applied Hydraulics of the National Technical University of Athens. The mathematical model is based on mass balance equations for the BOD_5and the DO, derived by applying the mass conservation principle to an elementary, finite, control volume within the flow. Regarding the study area, the main pollution sources are the point sources of (i) effluent discharges originating from domestic Wastewater Treatment Plants (WWTP), (ii) industries having or not a WWTP with partial treatment and (iii) tributaries of the Pinios River. There was no information on the diffuse sources of pollution originating from agricultural activities, these were assumed to be included in the point loads. The calibration and verification of the model are performed with (a) very limited data and field measurements of the year 1998 and (b) hydraulic characteristics, which were determined from the application of the model MIKE-SHE in the greater Catchment area of Pinios River. An indicative part of the process of model calibration for July is shown in Figure 2. Taking into account (a) the significant level of uncertainty and scarcity of the available field measurements and (b) the uncertainty of the estimations of pollution loads, the agreement between model predictions and field measurements can be characterized as satisfactory. Moreover, a discrepancy is observed in the period August-December during which the model calculations of DO concentrations do not verify the fact that the water quality is not satisfactory in this period. Therefore, the model can be used in its present formulation only as an approximate tool for the water management of Pinios River.
机译:在本工作中,开发了一个相对简单的1-D数学模型,校准并验证了希腊Pinios River水质的建模。这项工作是制定更复杂的模型的第一步,其中与其他模型(例如Mike-She)一起,将构成欧盟Waterframe指令框架内PinioR河水的管理。为了建造模型,使用代码RISQ-1D(河流和流水质量在1尺寸中),这已在雅典国家技术大学应用水力学实验室开发。数学模型基于BOD_5的质量平衡方程,通过将大规模保护原理应用于流量内的基本,有限,控制体积来源。关于研究领域,主要污染源是(i)源自国内污水处理厂(WWTP)的污水排放的点来源(I),(ii)行业,其行业或非妇女河的部分治疗和(III)支流。没有关于源自农业活动的弥漫性污染源的信息,这些人被认为包括在点负荷中。模型的校准和验证是由1998年和(B)液压特性的非常有限的数据和现场测量来执行,这些数据和液压特性是由Mike-Shio-Shio在Pinio River的大集水区的应用中确定的。 7月份模型校准过程的指示部分如图2所示。考虑到(a)可用现场测量的显着不确定度和稀缺性和(b)污染负荷估算的不确定性,协议在模型预测和场测量之间可以表征为令人满意。此外,在8月至12月期间观察到差异,在此期间,DO浓度的模型计算不会验证在此期间水质不令人满意的事实。因此,该模型可用于其目前的制剂仅作为Pinios河水管理的近似工具。

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