1,600 



o 1,500 



1,400 























~^^ 



aliowc 



ble 



cad 



for a safet 



/ factor of 



7 



/ 



-- 





Initial ve 



Final ve 



Pip 



Load 

 ocity 

 ocity 

 e area 



= 60 

 = 2f 

 = 

 = 22 



Otc 

 ps 



4 i 



ns of pipe 

 1.^ 



81 lb/ft) 











/ 



/ 



/ 



/ 

























/ 



// 



/ 























y 



/ 



/ 

 / 



/ 











At = 1 



sec 



— 











y 



/ 



/ 



















At = 5 



sec 



































100 1,000 



Depth (ft) 



Figure 5. Average total loads due to deceleration of pipe suspension medium. 



21 



