重力坝设计例题—荷载计算(可以考)

1、重力坝设计例题,三、计算实例,大 坝 实 用 剖 面 图,荷载计算简图,坝体自重计算,静水压力,泥沙压力,浪压力计算,扬压力计算,坝体自重计算,w1=1/22421210.21=1058.4(kn),力臂=28.56/22/3210.2=11.48(m),坝顶宽度=(34.828.8)0.7=4.2(m),坝基宽度=34.80.7+210.2=28.56(m),力矩=1058.411.48=12150.432(knm),w2=244.234.81=3507.84(kn),力臂=28.56/2210.24.2/2=7.98(m),力矩=3507.847.98=27992.563(knm),w3=

2、1/22428.828.80.71=6967.296(kn),力臂=28.56/228.80.72/3=0.84(m),力矩=6967.2960.84=5852.529(knm),回计算简图,静水压力计算,ph1=1/29.8133331=5341.545(kn),力臂=1/333=11.0(m),力矩=5341.54511.0=58756.995(knm),ph2=1/29.812.12.11=21.631(kn),力臂=1/32.1=0.7(m),力矩=21.6310.7=15.142(knm),pv1=9.81(3321)210.2=494.424(kn),力臂=28.56/2210.2

3、/2=12.18(m),力矩=494.42412.18=6022.084(knm),pv2=1/29.8121210.2=432.621(kn),力臂=28.56/2210.2/3=12.88(m),力矩=432.62112.88=5572.158(knm),pv3=1/29.812.12.10.7=15.142(kn),力臂=28.56/22.10.7/3=13.79(m),力矩=15.14213.79=208.805(knm),回计算简图,回计算简图,泥沙压力计算,psh=1/26.511.111.1tan2(4518/2)=211.374(kn),力臂=1/311.1=3.7(m),力矩

4、=211.3743.7=782.084(knm),psv=1/26.511.111.10.2=80.087(kn),力臂=28.56/211.10.2/3=13.54(m),力矩=80.08713.54=1084.378(knm),回计算简图,浪压力计算,计算风速v0=1.512=18(m/s)，d=900(m),hl=0.59(m)，lm=6.88(m),由于gd/v02=27.25，,hl=h5%，,h1%=1.241h5%=0.737，,hz=0.248。,hcr=0.89，,h=33hcr，且hlm/2，深水波,pl=1/49.816.88(0.737+0.248)=16.62(kn),力矩=16.6233=548.36(knm),回计算简图,扬压力计算,u1=9.812.128.561=588.365(kn),力臂=0(m),力矩=0(knm),u2=9.816.90.25(332.1)=522.898(kn),力臂=28.56/26.9/2=10.83(m),力矩=5662.98(knm),u3=9.811/2(28.566.9)0.25(332.1)=820.722(kn),力臂=2/3(28.566.9)28.56/2=0.16(m),力矩=131.32(knm),u4=9.811/26.9(10.25)(