2%的波高h2%=1.03m,平均波长Lm=9.45m,经查表求得h1%=1.12m。Р使波浪破碎的临界水。Р因为坝前水深H=84.72-31.00=53.72m,H>和H>,发生深水波,单位长度大坝迎水面上的浪压力值按公式计算。Р波浪中心至计算静水位的高度。Р防浪墙顶高程为:。大坝特性表资料提供的坝顶高程不足。Р上述荷载计算见计算表。Р荷载Р计算式Р垂直力(kN)Р水平力(kN)Р对坝底截面形心力臂(m)Р力矩(kN.m)Р↑Р↓Р→Р←Р↙+Р↘-Р自重РW1Р4.8*53.9*24Р6290Р21.56-2.4=19.16РW3Р1/2*47.9*38.32*24Р22026Р2/3*38.32-21.56=3.99Р87884Р水压力РP1Р1/2*53.722*10Р14429Р1/3*53.72=17.91РP2Р1/2*15.452*10Р1194Р1/3*15.45=5.15Р6149РQР1/2*0.8*15.452*10Р955Р21.56-1/3*0.8*15.45=17.44Р16655Р扬压力Рu1Р15.45*43.12*10Р6662Р0Р0Р0Рu2Р1/2*36.62*0.25*38.27*10Р1752Р2/3*36.62-21.56=2.85Р4993Рu3Р0.25*38.27*6.5*10Р622Р21.56-1/2*6.5=18.31Р11389Рu4Р1/2(1-0.25)*38.27*6.5*10Р933Р21.56-1/3*6.5=19.39Р18091Р泥沙压力РPs1Р1/2*7.7*202*tan236Р813Р1/3*20=6.67Р5423РPs2Р1/2*7.7*72*tan236Р100Р1/3*7=2.33Р233РPs3Р1/2*7.7*0.8*72Р151Р21.56-0.8*7/3=19.69Р2973
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