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ÔÚÒ»¶ÎÎÄ×ÖÖп´µ½£¬ÏÈʹÓõÚÒ»¸öº¯ÊýÇó½â²ÎÊý£¨This function treats each group as an individual entity£¬even though in reality, it belongs to a population with similar characteristics.£©£»Èç¹ûÎó²î½Ï´ó£¬Ôò¼ÌÐøÓõڶþ¸öº¯ÊýÇó½â£¨This step considers the individual groups as belonging to a sum of random- and fixed-effects£©£¬´Ó¶ø´ïµ½¼õСÎó²îµÄÄ¿µÄ¡£ ÕâÀïΪʲô½«ÕâЩgroups ¿´×÷ÊÇͬÊôÒ»¸ö populationÖ®ºó£¬¾Í¿ÉÒÔÌá¸ßaccuracy£¿Ó¦Éæ¼°µ½¶ÀÁ¢ÐÔµÄÎÊÌâÁËÂ𣿻¹ÊÇÏà¹ØÐÔµÄÎÊÌ⣿ Ó¢ÎÄÔÎÄÈçÏ£º HydroMe has two steps for estimating parameters for grouped data. The first step makes a first approximation of the parameter for each group using the nlsList function. This function treats each group as an individual entity, even though in reality, it belongs to a population with similar characteristics. The function can sometimes produce estimates with large standard errors for groups with high scatter or outlying observations. Estimates with large standard errors are generally the results of low estimation accuracy (Gourdin and Boumahrat, 2002). If convergence errors are not reported for such cases, the low estimation accuracy may not be noticed. This explains the occurrence of low accuracy in existing computer programs where the estimation process treats each sample as an independent individual. The Gauss¨CNewton algorithm in HydroMe always reports convergence errors if the estimation accuracy exceeds a preset tolerance. These convergence errors should not raise too much alarm other than a warning to go back and check the reasons behind the scatter. Otherwise, the package takes care of such convergence errors in the next step. The focus in the second step is to improve the estimation accuracy. This step considers the individual groups as belonging to a sum of random- and fixed-effects gives the estimated hydraulic parameters. The second step of the hydraulic parameter estimation is achieved using the nlme function. |
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