Guiding considerations in planning, Civil Engineering

Guiding Considerations in Planning:

The following factors have a bearing on planning water transport facilities :

(a)        Availability adequate land to accommodate the facilities now required and in the future.

(b)       Availability of good port connectivity by rain and road to the hinter land.

(c)        Adequacy of channel depth to allow ships of the size expected to enter and exit.

(d)       Protection from wind and waves.

(e)        Availability of stone materials nearby for building breakwaters.

(f)        Assured traffic potential.

(g)       Nature of cargo to be handled, whether oil, bulk dry cargo (lime cement, coal, ores), general cargo and containers.

(h)       Environmental impact on marine life.

Posted Date: 1/23/2013 1:55:23 AM | Location : United States







Related Discussions:- Guiding considerations in planning, Assignment Help, Ask Question on Guiding considerations in planning, Get Answer, Expert's Help, Guiding considerations in planning Discussions

Write discussion on Guiding considerations in planning
Your posts are moderated
Related Questions
How to calculate point of contraflexion on an overhanging beam with udl

Dimples in Polytetrafluoroethylene (PTFE) PTFE is a fluorocarbon polymer that possesses good chemical resistance and can function in a wide range of temperature. The most signi

What is the actual mix propotion for M35/ C35 design mix concrete

What is moisture content for road work


Define Rotation - Actions in POT Bearings? POT bearings are associated with large rotations which are accommodated by the deformation of elastomeric pad. Large cyclic rotations

the two side are 17 cm and 28 cm long. and the lenght of the drawn to the third side is equal to 19.5cm. find tghe distance from an endpoint of this medianto the longest s8ide

Torpedo splice triple wedges In a Torpedo splice triple wedges, shown in Figure, are provided to firmly hold tendon wires. Whole assembly of the splice is housed in a sleeve. L

Define Physical deterioration - underwater inspection of bridges Typical defects include: -   Scaling -   Cracking -   Spalling -   Disintegration -   Abrasion

stundarad Ratio of concrite?