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XB Port We choose a place to build the port in Ventura. wave wind earthquake and tide Carpinteria is located in the circle-Pacific seismic belt, but the frequency of earthquakes is smaller,the magnitude of earthquakes is lower. XB Port We choose a place to build the port in Ventura.we have selected the super Panamax container ship that 80000 DWT , 7000 TEU and 330 *43 * 14 (captain * width * full draft) container loading mode The survival of the fittest era of our XB port with a world-class port handling technology, advanced management technology reference port of Rotterdam port, so that we can among the ports in the world. Our container loading mode: Ship - shore bridge - tractor - rail mounted gantry crane - yard years of the number of TEU and coal cosumption Berth capacity estimation method N = Q/P N------The number of berths Q------Terminal operations P------The ability of a single terminal a year N=2250000 P=TGρ╱{(tz╱td-∑t)+tf/td} tz=G/p T=365 G=7000 p=80 to 90 ∑t=3h ρ=60% tf=6h SO tz=7000/85=82.35 pt=365*7000/{[82.35/(24-3)]+6/24} pt=612500 SO Berth capacity=612500 SO N=3.6 we use N=4 We use the best method to verify the berth ability R=80*20=1600 Q=2250000 N=365 G=5000 λ=0.81艘/日 1/μ=G/R=3.125 a=λ/μ=0.315日/艘 Cs=23.3 Cb=6.98 if S=4 μ=2.58/3=0.86 TW/Tb=0.236 TW=0.236*4=0.944 nw.3=TW*λ=0.944*0.18=0.765 n3=nw.3+a=0.765+2.58=3.49 if S=5 S=3 using the same method then wo get datas in the table if S=4 μ=2.58/3=0.86 TW/Tb=0.236 TW=0.236*4=0.944 nw.3=TW*λ=0.944*0.18=0.765 n3=nw.3+a=0.765+2.58=3.49 if S=5 S=3 using the same method then wo get datas in the table shore bridge Shore bridge:we choose quayside container crane tractor we choose straddle carrier Because our port selection of world-class handling tool, so we use the high efficiency of straddle Carrie Crane we ues rail mounted gantry crane The crane we choose can load 16TEUs each hour Weight is generally 100 ~ 1500 tons; span of 185 meters; the
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