A Closer Look at Prevailing Civil Engineering Practice - European ...
A Closer Look at Prevailing Civil Engineering Practice - European ...
A Closer Look at Prevailing Civil Engineering Practice - European ...
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A <strong>Closer</strong> <strong>Look</strong> <strong>at</strong> <strong>Prevailing</strong> <strong>Civil</strong> <strong>Engineering</strong> <strong>Practice</strong>, Wh<strong>at</strong>, Why and How<br />
Vincent T. H. CHU<br />
m<strong>at</strong>erial. These heavy equipment could gener<strong>at</strong>e very high impact load<br />
with short dur<strong>at</strong>ion on the concrete pipes. It requires an extremely even<br />
and uniform support in order to safely support these loads. Therefore, it is<br />
not uncommon th<strong>at</strong> construction vehicles are primary source of<br />
crack-producer and it usually results in the form<strong>at</strong>ion of circumferential<br />
cracks.<br />
3. Wh<strong>at</strong> is the difference between on-se<strong>at</strong>ing and off-se<strong>at</strong>ing head in<br />
penstock<br />
A penstock is commonly used to control the flow and w<strong>at</strong>er level and for<br />
isol<strong>at</strong>ion of fluid. It mainly consists of a sliding door which is controlled by<br />
mechanical spindle moving through a hole in a frame built onto a structure.<br />
Penstock is the term used in UK while sluice g<strong>at</strong>e is more commonly<br />
adopted outside UK. In the design of penstock, it is important to identify if it<br />
would take on-se<strong>at</strong>ing head or off-se<strong>at</strong>ing head.<br />
On-se<strong>at</strong>ing head refers to the w<strong>at</strong>er pressure forcing the penstock into the<br />
wall while off-se<strong>at</strong>ing head refers to the w<strong>at</strong>er pressure forcing the<br />
penstock out of the wall as shown below.<br />
Fig. 3.2 On-se<strong>at</strong>ing (left) and off-se<strong>at</strong>ing head (right)<br />
4. Should the same freeboard be maintained along a channel<br />
The freeboard is defined as the vertical distance from w<strong>at</strong>er surface to the<br />
top of channel bank. The selection of freeboard is dependent on the<br />
consequence should overflow out of channel bank occurs. Other than th<strong>at</strong>,<br />
consider<strong>at</strong>ion should also be given to prevent waves, superelev<strong>at</strong>ion and<br />
fluctu<strong>at</strong>ions in w<strong>at</strong>er surface from overflowing the channel banks.<br />
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