Table 1.

Calculation of forces and moments acting on the structure

ForceMoment = Force × moment arm
Fwh=hwρw(g/2)Mwh=Fwh[hw×(1/3)]
Fwv=hwρwgMwv=Fwv[Lu×(1/2)]
Fcv=Fcv1+Fcv2
Fcv1=t2(Lu+Ld)ρcg
Fcv2=(t1t2)(Lu+Ld)ρc(g/2)
Mcv=Mcv1+Mcv2
Mcv1=Fcv1[(Lu+Ld)(1/2)]
Mcv2=Fcv2[(Lu+Ld)(1/3)]
Fuv=Fuv1+Fuv2
Fuv1=p2(Lu+Ld)ρwg
Fuv2=(p1p2)(Lu+Ld)ρw(g/2)
Muv=Muv1+Muv2
Muv1=Fuv1[(Lu+Ld)(1/2)]
Muv2=Fuv2[(Lu+Ld)(1/3)]

Subscripts h and v denote horizontal and vertical forces, respectively, and the moments caused by them. Subscripts 1 and 2 and letters u and d interchangeably denote the upstream and downstream sections where thickness and pressure vary linearly

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