What Is a Buttress Dam?
The buttress dam is a variation or improvisation of the Gravity Dam. Buttresses are just like concrete walls that are built parallel to the flow of water with such a prescribed thickness at frequent intervals. An arch slab or angled deck slab is installed on such buttresses to sustain upstream water.
Typically, the Gravity Dam needs more concrete action. To mitigate costs, the amount of concrete shall be reduced by extracting this from the unstressed section of the dam. Eventually, a vital breakthrough is taking place, that is, the buttress dam.
Types of Buttress Dams
There have been five different types of dams, from which the deck slab form and multiple arch types were often widely found. The five are as mentioned.
- Deck Slab Buttress Dam.
- Multiple Arch Buttress Dam.
- Massive Head Buttress Dam.
- Multiple Dome Buttress Dam.
- Columnar Buttress Dam.
1. Deck Slab Buttress Dam
There is a deck slab for this form of a dam that is protected by the corbels of the buttresses. Some of these dams is usually built between 20 to 50 meters in lower levels.
The slab given is angled to the horizontal position by approximately 40 to 55 degrees. This inclination is necessary to strengthen the dam and to sustain the dead weight of the deposited reservoir water, but also to keep the dam from slipping.
Throughout this case, every other deck slab system on two adjacent buttresses functions as a single independent unit. Therefore, whether one unit is affected or destroyed, there is no need to think about the other units.
The design of the Deck Slab Buttress Dam is the same as the Gravity Dam factors. Perhaps, throughout this situation, we’ve got three forms and they’re.
- Fixed Deck Slab.
- Free Deck Slab.
- Cantilever Type.
1.1. Fixed Deck Slab Buttress Dams
In the case of a fixed deck slab form dam, the deck slab, as well as the buttresses, are built monolithically.
1.2. Free Deck Slab Buttress Dams
This is often named the simple deck slab buttress dam. These are built where the base soil is really thin. Throughout this scenario, reinforcing is given on the downstream side of the deck slab.
1.3. Cantilever Type Buttress Dams
Throughout this scenario, the deck slab is cantilevered across both ends as well as the upstream face is reinforced.
2. Multiple Arch Buttress Dam
Multiple arch dam contains an arrangement of arches, and for this situation, arch slabs are given at the upstream substance of the dam. These slabs are upheld by buttresses. The buttress divider is developed as a single hardened divider or a twofold empty divider.
This kind of dam can be liked for bigger statures about in excess of 50 meters. When contrasted with deck slab-type buttress dams, multiple arch buttress dams are more adaptable and stable.
The primary burden of this situation is the nearby buttress units rely upon one another. In this way, in the event that one unit gets influenced, it causes extreme issues for the entire arrangement of arches. To conquer this great establishment for every one of buttresses divider ought to be given.
The thickness of the arc given differs in the case of high stretch and is consistent in the situation of short length. The central angle of the arch will be between 180 degrees and 150 degrees.
The distance between the buttresses will be between 15 and 21 meters. That being said, some attention can also be given to greater spacing.
3. Massive Head Buttress Dam
In the same kind of buttress dam, there is no slab or arch on the upstream face, rather than the buttress head, which is widened and joined to the corresponding buttress head. Such as this one, all buttress heads make the area solid, promoting water.
The expansion of the buttress heads may be achieved in various forms, such as rounded and diamond shapes, respectively. Thus, such forms can withstand water pressure very well. The linking of the heads is enhanced by the provision of copper strips.
Construction of a large head buttress dam is simpler compared to other methods, but no strengthening is needed; only bulk concrete is spread all over the dam body. Because of a very massive concrete body, it’s indeed thicker and avoids slipping.
4. Multiple Dome Buttress Dam
This is quite identical to the multiple arch type buttress dam, except in this scenario, the domes are built in the places of the arches. Besides, nearly all the functions are the same.
The requirement of these kinds of domes influences the establishment of a greater spacing between all the buttresses. It is also possible to have a longer span and, therefore, to reduce the number of buttresses.
5. Columnar Buttress Dam
Throughout the situation of the columnar buttress dam, the inclination columns protect the floor of the dam. It’s a variation of the deck slab-style buttress dam. It needs a very solid and secure base. It also needs qualified individuals to develop underpinnings. Therefore, the dam is not commonly used.
Advantages of Buttress Dam
- The buttress dam would be less huge than the Gravity Dam. The buttress dam may well be built on even a comparatively thin
basis over which the Gravity Dam could not be built.
- A wide vertical water pressure feature, which adds to the improvement stabilization of the dam which preserves concrete, is built
on the upstream face of the buttress dam.
- The safety factor in the situation of the buttress dams is considerably greater than that of the gravity dams.
- Because ice continues to slip across the inclined U/S surface, there is little importance to the ice strain.
- The height of the buttress dams can be raised by stretching both the buttresses and the deck slab.
- Powerhouses or even other plants may be situated in the open space in between buttresses.
- The expense is not minimized by the very same ratios as the additional cost of formwork and strengthening is necessary.
- According to the gap between the buttresses, the backspace of the deck slab can be reached.
- Periodic examination of foundations, respectively. It may be taken out by approaching this stage.
- Although the exposed surface of the concrete is more, the amount of concrete is less than the gravity dam, and the excess heat
throughout construction is best accomplished.
- The speed of the building can also be improved as thinner parts do not pose any problems with cooling.
- The dispersing of the buttresses might be changed in accordance with the use zones of good foundations
- Buttress dams can be intended to oblige moderate measures of establishment development without genuine harm; along these
lines, it tends to be underlying the dirt with differential settlements.
- The measure of concrete needed for a buttress dam is around 1/3 to ½ of the concrete needed for a gravity dam of similar
- Access is conceivable to the rear of the upstream essence of the dam and to the establishment between buttresses for
occasional investigation and for resulting grouting and boring pressing factor depended on openings, whenever required.
- The uplifting strain at the buttress dam is significantly lower, which adds to the economy of the concrete and overall stabilization
of the dam.
- Powerhouse, and switchyard, respectively, may be situated between the buttresses, reducing some building costs.
Disadvantages of Buttress Dam
- This is since the thickness of the slab is quite limited, although there is access to the end of the slab via the gap between the
- Skilled labor standards and a shutter to concrete proportion are higher for the buttress dam than with the Gravity dam. This will
contribute to a higher unit cost of concrete.
- The decline of the upstream surface of the comparatively thin reinforced deck slab or arch of the buttress dam has much more
drastic effects on the integrity of the dam;
- The volume of water sealing to be established and preserved for the buttress dam is normally higher than for other dams.
- The stress of the foundation is greater, indeed a sound rock foundation is appropriate or a spread base or a continuous mat
might be needed, which would increase the cost of building.
- The savings due to a decrease in the quantity of concrete would also, to some degree, be compensated by the need for strong
reinforcing for comparatively thin members of the buttress dam.
- The buttress dams are more vulnerable to intentional destruction than the strong gravity dams.
Application of Buttress Dam
To have an ‘enhanced dam structure using the buttress walls as well as the buttress heads in which the front face of the buttress head is covered by a waterproofing material. Also, provide an enhanced dam of the buttress kind in which the buttress head is a longitudinal direction and separated by a joint, allowing contraction across defined lines.
To have a river that’s headed. Buttress walls in which the heads are separated by a bridging construction that bridges the gap between the heads and provides that very link between both the bridging construction as well as the buttress heads that perhaps the forces transmitted by the bridging constructions to the heads are distributed by direct compression so that at least, if any, bending moments in the heads are created.
Buttress Dam in India
Meer Alum Dam is the only dam in India, which is Buttress Dam. The remarkable multi-arch Mir Alam dam was constructed for the water system of Hyderabad in 1804. This dam became undoubtedly the work of Henry Russel, a participant of the British Royal Engineers.
The frame, which reached a maximum of 12 m, consisted of 21 semicircular vertical arches of constant thickness and varying span. It was 100 years before a dam with a similar design was completed. The Mir Alam Dam should therefore be regarded as one of the exceptional, genuine strokes of genius!