Which of the following dams is classified based on structural design?
Gravity dam
Dams are crucial structures built across rivers or streams to hold back water. They are classified in various ways, primarily based on their purpose, structural design, and materials used. Understanding these classifications helps in studying their construction, function, and suitability for different sites.
One common way to classify dams is based on their structural design. This classification looks at how the dam is built and how it resists the force of the water pushing against it (hydrostatic pressure). Examples include Gravity dams, Arch dams, Buttress dams, and Embankment dams (like Earth fill or Rock fill dams).
Another major classification is based on the purpose or function of the dam. This looks at why the dam was built and what it is intended to achieve. Examples include Storage dams (for irrigation, power generation), Diversion dams (to divert water to canals or conduits), Detention dams (to temporarily hold back floodwaters), and Debris dams (to catch sediment).
Let's examine each option provided to determine which one is classified based on its structural design:
Based on the analysis, the Gravity dam is the type classified based on its structural design, specifically how it uses its own weight for stability against water pressure.
Here is a quick summary comparing classifications by structural design and purpose:
| Classification Basis | Examples |
|---|---|
| Structural Design | Gravity dam, Arch dam, Buttress dam, Earth fill dam, Rock fill dam |
| Purpose / Function | Storage dam, Diversion dam, Detention dam, Debris dam, Coffer dam |
Therefore, among the given options, the Gravity dam is the one classified based on its structural design.
| Dam Type | Basis of Classification | Primary Characteristic/Function |
|---|---|---|
| Gravity Dam | Structural Design | Uses its weight for stability against water pressure. Usually made of concrete. |
| Arch Dam | Structural Design | Curved shape transfers water pressure to the abutments (sides). |
| Buttress Dam | Structural Design | Uses supports (buttresses) on the downstream side to support a relatively thin upstream face. |
| Earth Fill Dam | Structural Design / Material | Constructed primarily from compacted earth/soil. |
| Storage Dam | Purpose | Impounds water in a reservoir for various uses (irrigation, power, supply). |
| Diversion Dam | Purpose | Diverts water into a canal or conduit, usually for irrigation or water supply without significant storage. |
| Detention Dam | Purpose | Temporarily stores floodwaters to control downstream flow. |
Dams are vital infrastructure for water management. Their design requires careful consideration of geological conditions, hydrology, available materials, and the intended purpose. The choice of dam type (structural design) for a specific location often depends on the topography and foundation conditions. For instance, Arch dams are typically suited for narrow gorges with strong rock abutments, while Gravity dams can be built on wider valleys but require sound foundations capable of supporting their massive weight. Embankment dams are versatile and can adapt to various foundation conditions, but require careful construction and maintenance to prevent seepage and erosion.
The design of any dam must ensure stability against various forces, including hydrostatic pressure, uplift pressure, self-weight, wave pressure, and seismic forces. Structural design classification directly addresses how the dam resists these forces.
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
A drop in canal bed is generally provided, if
________ is a kind of passage to allow water from upstream to downstream of a dam which has flood gates to control the flow.
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 _______.