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Enayam Port

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Tamil Research Institute<br />

RAPID TECHNO-ECONOMIC FEASIBILITY REPORT FOR<br />

DEVELOPMENT OF COLACHEL PORT AT TAMILNADU<br />

FINAL REPORT<br />

The following components have been considered for calculations:<br />

• Vessel speed: Moderate, 5-10 knots,<br />

• Wave conditions: Heavy swell (Hs=2 m)<br />

• Channel bottom type: Sandy<br />

Although the needed depth for Phase 1 is 19.02 m inside the port (or less when more accurate studies and models<br />

are made), the need for reclamation material and the possibility of calls of larger ships in the future years such as<br />

larger container vessels or Capsize bulk carriers, lead to define a deeper dredging for approach channel (22.00 m)<br />

and basin (20.00 m).<br />

Basin depth (under CD)<br />

Outer Channel depth (under CD)<br />

20.00 m 22.00 m<br />

9.4.2. Horizontal requirements<br />

Table 30: Channel depths.<br />

In order to make a preliminary design of horizontal dimensions of water areas including orientation and alignment of<br />

the approach channel, the manoeuvring areas within breakwaters, turning circle, PIANC Report 121: Harbour<br />

Approach Channels Design Guidelines (2014) is applied. These dimensions are of great importance: first because<br />

they constitute a major part of the overall investment and second because they are difficult to modify once the port has<br />

been built.<br />

Figure 131: Basin and channel width definitions (PIANC)<br />

The overall bottom width (W) of a straight channel is given by:<br />

W WBM Wi WBR WBG<br />

Where W BM is the basic width, Wi is the additional width due to environmental actions, and W BR and W BG are the<br />

additional width due to side banks on each side of the channel.<br />

CP1832-FR-CP-FinalReportRevised-Report-Ed1.docx 142<br />

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