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(一)河势工情:(1)自沁阳天师庙至武陟小董,这段河道,河床内低滩较多,溜势变化甚大,险工不易固定,自一九四九年以后,沁阳县太山庙以下,河势连年下挫,目前南北两岸各险工,河势已下挫至险工最末端,上部已成新滩。查其下挫原因,可能由于太山庙对岸北京村之滩岸,受沁阳北关外木桥南端老路基的影响,迫溜北移,坍塌坐湾(计自五○年至
(A) Work situation in the river: (1) From Qinyang Tianshi Temple to Wuyi Dong, there are more low-lying rivers in the riverbed and great changes in the riverbed, which makes it difficult for insurance workers to fix themselves. Since 1949, Qinyang County Temple below the river fell in successive years, the current North and South sides of the various workers, the river has fallen to the end of the most dangerous, the upper has become a new beach. The reason for the drop was probably due to the influence of the old embankment at the southern end of the outer wooden bridge of Qinyang Beiguan, due to the beach bank of the Beijing Village on the other side of the Tai Shan Temple, it was forced to move northward and collapsed into the bay (from 1950 to