CAJ | 학술논문

本文主要讨论内容有三：一是研究分析兰州以下无实测冲淤变化资料河段的主河槽冲淤厚度。二是对有实测断面法冲淤量河段，可用沙量平衡方程计算综合误差值；如用沙量平衡计算的冲淤量实际上包括了综合误差。三是用无实测冲淤变化资料河段，本文用同流量水位法和沙量平衡法估算兰州以下各个河段的冲淤厚度。还引用不同研究人员用沙量平衡法计算的头道拐-龙门河段1959～1989年冲淤量，说明其沙量平衡法计算的冲淤量不能反映实际的河道冲淤情况。
본문주요토론내용유삼：일시연구분석란주이하무실측충어변화자료하단적주하조충어후도。이시대유실측단면법충어량하단，가용사량평형방정계산종합오차치；여용사량평형계산적충어량실제상포괄료종합오차。삼시용무실측충어변화자료하단，본문용동류량수위법화사량평형법고산란주이하각개하단적충어후도。환인용불동연구인원용사량평형법계산적두도괴-룡문하단1959～1989년충어량，설명기사량평형법계산적충어량불능반영실제적하도충어정황。
The following three aspects were discussed in this paper: 1.The equivalent thickness of the amount of deposition or erosion in the main channel was analyzed for reaches below Lanzhou where no sedimentation survey data are available; 2. For reaches where amount of deposition or erosion can be obtained directly from systematic sedimentation survey data, sediment balance equation can be used to evaluate the composite error. The amount of deposition or erosion would involve largely the composite error if it were estimated by means of the sediment balance equation. 3. For reaches where no surveying data are available, thickness of the amount of deposition or erosion is estimated by sediment balance equation and also by the variation of water level under same discharge. Comparisons were made with the amount of deposition or erosion computed by different people for periods from 1959 to 1989 in different research projects. It is concluded that the amount of sedimentation obtained by means of the sediment balance equation can not reflect the actual status of river sedimentation.