A drop in canal bed is generally provided, if
ground slope exceeds designed bed slope.
A drop in a canal is a structure built to lower the water level from a higher point to a lower point. This is typically done when there's a significant difference between the natural ground level and the desired canal alignment, or when the natural ground slope is steeper than the canal is designed to handle.
The core issue is the relationship between the ground slope (the natural slope of the land) and the designed bed slope (the slope required for the canal to function correctly, ensuring proper flow velocity and preventing erosion or silting).
If the natural ground slope is steeper than the designed canal bed slope, the canal would naturally want to flow faster or erode the bed if built directly on the ground. To manage this, a drop structure is introduced. This structure creates a vertical or near-vertical fall, effectively shortening the length over which the steep slope acts. The canal then continues from the lower level with its designed gentle slope. This is a common scenario where drops are necessary.
In this case, the canal requires a steeper slope than the natural ground. To achieve this, the canal bed would typically need to be raised or built up using earthwork or other materials to create the necessary slope. A drop is not needed here; rather, filling or bridging might be required.
When the natural ground slope matches the required canal bed slope, the canal can often follow the natural contour of the land without needing any special structures like drops. The flow conditions would be as designed.
Since Option 1 accurately describes a condition requiring a canal bed drop, this option is incorrect.
Based on the analysis, a drop in the canal bed is generally provided when the natural ground slope exceeds the designed bed slope. This allows engineers to manage steeper terrain while maintaining the optimal flow characteristics required for the canal's intended purpose.
Sequentially arrange the following steps which are involved in surveying to build an irrigation structure.
A. Reconnaissance survey
B. Preliminary survey
C. Examine the water availability
D. Final location survey
E. Final survey report
________ is a kind of passage to allow water from upstream to downstream of a dam which has flood gates to control the flow.
In Gravity dam, the factor of safety against overturning should not be less than
For the upstream face of an earthen dam, the most adverse condition for stability of slope is:
For no tension to develop in the gravity dam the resultant of all external forces should always lie _______.