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Tamil Research Institute RAPID TECHNO-ECONOMIC FEASIBILITY REPORT FOR DEVELOPMENT OF COLACHEL PORT AT TAMILNADU FINAL REPORT 2.4. FACILITIES 2.4.1. Container terminal Figure 11. Scheme for container terminal operations Its main features are: • Berth-yard transfer: Handling of containers between the quay cranes and the yard cranes is made by shuttle carriers. The STS cranes leave the container on the pavement and a shuttle carrier takes it to the water-side transfer area of the yard, or vice versa. • Container yard. An automated rail mounted gantry container crane (A-RMG) takes the container and stocks it in the yard. Whenever is needed, the crane takes it and leave it on the other side of the land-side transfer area, where a truck is waiting to be loaded. This can occur to the other direction- a truck leaves the container and the ARMG stocks it in the yard and whenever is needed the crane leaves the container o the sea side of the yard to be loaded into a ship. Usually every block is covered by two ARMG, one for the sea-side and the other for the land side. • The connectivity from the yard to outside the port is as usual in every container terminal. 2.4.1.1. Berths Berths must be sized to cater the estimated handlings over it. Other berths and terminals Although there is no forecast for general cargo, a 400 m general cargo and multipurpose berth is included in the port layout. This berth will allow the container terminal to be very specialized and avoid interruptions in operations. Besides, a 200 m berth for ancillary vessels such as tugs, pilots and mooring launches is included in the facilities. 2.4.2. Solid bulk terminal Coal traffic is expected to begin in 2022. A solid bulk terminal is included in Phase 2 development to cater this cargo. CP1832-FR-AX-05-CP-Initial Environmental Examination-Ed4.docx AX05 - 21 www.tamilri.com
Tamil Research Institute RAPID TECHNO-ECONOMIC FEASIBILITY REPORT FOR DEVELOPMENT OF COLACHEL PORT AT TAMILNADU FINAL REPORT This terminal consists of a 400 m long and 20 m deep berth. To assess the berth capacity, the following table shows the parameters and values taken into consideration: Description Units Value Quay crane productivity T/hr 2,000 Annual working days Days/yr 365 Dayly working hours (3 shifts) h/day 21 Berth capacity (ocupation) % 75 Yard Capacity for loaded containers T/yr 11,497,500 Table 4. Coal berth performance assumptions. This calculation means the berth could cater all coal traffic with only one crane, although having only one might cause difficulties to serve ships in case of malfunction. The stockyard is equipped with conveyors and stackers/reclaimers, standard equipment for this kind of terminals. The following figure shows the layout of the terminal: 2.4.3. Buildings Figure 12. Coal terminal layout Some administration and control buildings will be required for the new port. The following list includes the most important ones –which have been foot printed on the drawings: • <strong>Port</strong> administration building • Police station • Fire station • Customs CP1832-FR-AX-05-CP-Initial Environmental Examination-Ed4.docx AX05 - 22 www.tamilri.com
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Enayam Port

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