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Pipe roughness calibration in water distribution systems using grey numbers

机译:配水系统中使用灰度数字进行的管道粗糙度校准

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This paper presents a procedure based on the use of grey numbers for the calibrationn(with uncertainty) of pipe roughness in water distribution systems. The pipe roughnessnuncertainty is represented through the grey number amplitude (or interval). The procedurenis of a wholly general nature and can be applied for the calibration (with uncertainty) of othernparameters or quantities, such as nodal demands. In this paper, for the purpose of roughnessncalibration, a certain number of nodal head measurements made under different demandnconditions is assumed to be available at different locations (nodes); all other topologicalnand geometric characteristics of the system are considered to be known exactly.nThe general approach to pipe roughness calibration (taking account of uncertainty) focusesnon identifying the grey roughness values which produce grey head values at the measuringnnodes such as to encompass the observed values grouped on the basis of the differentndemand scenarios and, at the same time, have as small an ‘amplitude’ as possible.nThe proposed procedure was applied to two synthetic case studies and to one real network.nThe tests on the synthetic case studies show that the proposed procedure is able to correctlynsolve the inverse problem, i.e. it can identify the known grey roughness numbers evennwhen they overlap; the same applies when the known grey roughness numbers collapse intonknown white roughness numbers. The test on the real case offers the possibility of highlightingnthe potentials of the procedure when applied within a context where measurement errorsnand other uncertainties are present. The procedure entails computing times that may becomenlengthy. However, it is possible to reduce these computing times considerably by replacingnthe hydraulic simulator—to which a number of calls must be made during the calibrationnprocedure (for objective function evaluation)—with an approximation based on a first-ordernTaylor series expansion. This approach introduces acceptable approximations within thencontext of the problem considered.
机译:本文提出了一种基于灰度值的配水系统中管道粗糙度的校准程序(不确定度)。管道粗糙度的不确定性由灰度幅度(或间隔)表示。该过程完全通用,可用于其他参数或数量(例如节点需求)的校准(不确定)。在本文中,出于粗糙度校准的目的,假设在不同的需求条件下,可以在不同的位置(节点)进行一定数量的节点水头测量。系统的所有其他拓扑和几何特征都被认为是已知的。n管道粗糙度校准的一般方法(考虑不确定性)着眼于不识别在测量节点处产生灰头值的灰色粗糙度值,以包括分组的观测值。根据不同的民族和情景,同时具有尽可能小的“幅值”。n拟议的程序被应用于两个综合案例研究和一个真实网络。n对综合案例研究的测试表明所提出的过程能够正确地解决反问题,即,即使它们重叠,它也可以识别出已知的灰度粗糙度值。当已知的灰色粗糙度值塌陷而未知的白色粗糙度值塌陷时,也是如此。在存在测量误差和其他不确定性的情况下,对实际案例的测试提供了可能突出该程序的潜力。该过程导致计算时间可能变得很长。但是,可以用基于一阶泰勒级数展开的近似值代替液压模拟器(在校准过程中必须进行多次调用(用于目标功能评估))来显着减少这些计算时间。这种方法在所考虑问题的上下文中引入了可接受的近似值。

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