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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.
Tests on Limestones Practical tests are made on lime stones to decide their suitability is following: i. Physical tests ii. Heat test iii.
Critical Path - Activity on Node The project precedence table shown below provides the relationships and durations of all activities. Based on end-of-day calculations for start
All semiconductors have how many electrons in their last orbit? Answer: All semiconductors have 4 electrons.
Define Dynamic Force Transfer Test of Shock Transmission Unit? This test mainly prove the lock up capability of the device. The STU shall be loaded in tension from zero to the
Question In designing of service reservoirs, how should reservoir floors be designed to avoid leakage of water because of seasonal and shrinkage movements ? Answer I
Tack coat - emulsified asphalts vs. cutback asphalts Emulsified asphalt is a suspension of asphalt in water by employing an emulsifying agent that imposes an electric charge o
a) Determine the critical Euler buckling load of a solid aluminium rod of 12 mm diameter if it has a length of 1.0 m between pin-ended supports. (E = 70000 N/mm2) b) A
Chemical Classification On the basis of their chemical composition engineers prefer to classify rocks as: 1. Silicious rocks 2. Argillaceous rocks 3. Calcare
distribution of shear stress in triangular section
derive the expression for stress in arbitrary plane in a body subjected to bi axial stress condition
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