Classifications

• • E—FIXED CONSTRUCTIONS
  • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
  • E02B—HYDRAULIC ENGINEERING
  • E02B8/00—Details of barrages or weirs ; Energy dissipating devices carried by lock or dry-dock gates
  • E02B8/06—Spillways; Devices for dissipation of energy, e.g. for reducing eddies also for lock or dry-dock gates
• • E—FIXED CONSTRUCTIONS
  • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
  • E02B—HYDRAULIC ENGINEERING
  • E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
  • E02B7/16—Fixed weirs; Superstructures or flash-boards therefor

Definitions

• the invention relates to a Gate for free spillway weirs according to the preamble of claim 1.
• Free spillways are extremely reliable but do not allow operating dams to full storage capacity.
• Gate spillways such as conventional and inflatable gates, allow operating dams to full storage capacity but are not fully reliable, because 30% of gate dam failures are due to gates not operating.
• Fusegates are known as gates that are arranged side-by-side on a weir to form a watertight barrier in order to store water. In case of huge floods they are configured to automatically tip and to be washed away in order to protect the dam from being overtopped and/or to prevent reservoir banks flooding. Typically each gate is configured to tip for a predetermined flood level, so that multiple gates can be configured to gradually open as the flood level is rising.
• Fusegate spillways in operation are fully reliable; allow operating dams to almost full storage capacity but fusegates are not reusable. They have to be evacuated if possible and replaced by new ones after tipping. They can damage the spill- ways and create flow obstacles and inundations. These disadvantages are not acceptable when fusegates tip for floods of low return periods.
• Document WO 9726412 Al discloses an automatic gate including a barrier mounted on a hydraulic structure and movable between a raised position in which it holds back a body of water and a lowered position in which the water flows substantially unhindered thereover, as well as at least one elongate retaining element for holding the barrier in the raised position against the horizontal pressure from the body of water.
• the retaining element extends from the barrier to a reaction point to which it is connected by a linkage that may be inactivated automatically when the water reaches a predetermined level.
• the gate further includes a solid element movably mounted on the structure and coupled to the body of water so that it is stable while the water is below the predetermined level but becomes unstable and is moved when the water reaches the predetermined level. The linkage is inactivated by the movement of the solid element.
• Document US 5032038 A discloses for the purpose of effecting a quasi- permanent raising of the normal water level of an impounded reservoir and thereby augmenting its storage capacity except during the passage of major floods, an invention that consists of installing on the sill of the spillway a water level raising means comprising at least one heavy element, the means or water level raising elements being capable of resisting the water loads when spilling moderate heads (for discharging the floods of shorter recurrence intervals) by virtue of their own weight but breaching by overturning at a predetermined head corresponding to a level not higher than a predetermined maximum water level in order to discharge larger floods.
• the problem solved by the present invention is to further develop a gate for free spillway weirs according to the preamble of claim 1, so that the gate is improved with respect to its ability to be used to release water of huge floods.
• This problem is solved by a gate for free spillway weirs with the features of claim 1.
• Preferable embodiments are set forth in the dependent claims.
• the gate according to the invention comprises a barrier being tiltably supported on a weir and movable between a first, water retaining position and a second, flood releasing position, a bottom structure delimiting with the weir in the first position of the barrier a chamber on the water retaining side of the barrier filled with air and being pressed against the weir by water pressure and thereby holding the barrier in its water retaining position, and an inlet well leading on its one end to an opening set under a predetermined flood level and in the first position of the barrier on its other end to the chamber.
• the barrier is movable by means of the hydrostatic pressure to its flood releasing position thereby lifting the bottom structure.
• the gate for free spillway weirs is characterized in that the bottom structure comprises at least one foldable water pressure receiving part delimiting the chamber, capable of being folded in a flow direction by the water flow after the bottom structure has been lifted .
• Such a gate can be advantageously configured to have a water pressure receiving part that not only holds the barrier in a water retaining position when the gate is in its first position, but also adjusts in a flow direction when the gate moves to its second position in order to reduce the water resistance of the gate in the flood, for example.
• a water pressure receiving part that is tiltable by means of the water flow. Due to this modification the water receiving part can be automatically folded and adjusted by means of the water flow in the flow direction as soon as the barrier moves to its second position.
• Such a bottom structure would further reduce its resistance in the water, because it could fold to reduce its water resisting face significantly.
• Further advantageous is a construction where the water pressure receiving part that is tiltable by means of the water flow to abut the barrier or the inlet well. Because of this technical measure the water pressure receiving part would align with the barrier in its second position and form a more compact gate that has less water resistance.
• a water pressure receiving part that abuts on a stop at a maximal angle with respect to the barrier before folding when the barrier is in its water retaining position. Due to this construction the gate would have a water pressure receiving part capable of holding the barrier through the stop in its water retaining position.
• one first element of the bottom structure is integrally formed with the barrier.
• Such a gate would allow for a more direct transmission of forces between both the bottom structure and the barrier without the use of interconnecting parts.
• the at least one water pressure receiving part of the bottom structure is tiltably hinged to the first element.
• the first element as a frame and the at least one water pressure receiving part as a slab, wherein in the first position of the barrier the frame is supported on the weir and the slab is supported on the frame in a watertight manner such that the chamber is formed.
• the barrier has a U-shape with two side walls and one center wall and the opening towards a body of water.
• the benefit is an increased overflow edge due to the U- shape of the gate.
• the bottom structure can be formed within the U-shape which would keep the gate compact.
• a gate wherein both side walls of the barrier in its water retaining position substantially extend to the weir and define the chamber together with the bottom structure and the weir.
• Such a gate is compact and increases the stability of the bottom structure.
• a gate wherein the bottom structure extends along a substantially flat free spillway weir.
• the gate can be tiltably mounted on a flat underground made of concrete, for example, which renders the process fast, easy and cost efficient.
• a gate wherein the inlet well is formed as an integral part of the barrier and extends along a central wall of the barrier, the inlet well having the two openings on opposite sides of the barrier.
• the inlet well is formed as an integral part of the barrier and extends along a central wall of the barrier, the inlet well having the two openings on opposite sides of the barrier.
• a gate that is more compact by not only bringing inlet well and barrier close to each other, but by causing the barrier to form one wall of the inlet well.
• an inlet well that is completely incorporated in the central barrier wall such that the central barrier wall forms a flat surface on its water retaining side. It would form a barrier wall with an integrated inlet well and make the gate even more compact. More importantly, the flat surface achieved by this integration of inlet well and central barrier wall allows water and foreign objects carried by the flood to pass more easily through the gate when the barrier is in its second position.
• a gate wherein the inlet well in the flood releasing position of the barrier serves as an outlet. This will increases the output of the gate in its open state by allowing water to flow through its inlet well both ways. In case of the above where the front barrier wall and the inlet well are integrally connected this is in particular desirable. Further advantageous is a gate, wherein the barrier is hinged to the weir. A gate of this kind is easily mountable and can be reused after a huge flood by simply rotating it back from its second position to its first position .
• a drain is formed by the barrier and the weir.
• a drain allows water drainage from the chamber in case of leakage through the bottom structure or rain entering the chamber through the inlet well.
• the drain is not only easy to integrate, but ensures a maximum of water drainage.
• the bottom structure is an integral cover part that is hinged to the barrier which comprises a stop that allows a limited unfolding angle of the cover part with respect to the barrier.
• This integral cover part can be rotated to abut the barrier completely when the barrier is in its second position and represents an even lesser obstacle in the water flow.
• Figs. 1A to 1C show the gate in a full section side-view through its center.
• Fig. 1A shows the gate in its first, water retaining position.
• Fig. IB shows the gate in an intermediate position shortly after water has flooded the chamber.
• the barrier is being tilted by the hydrostatic pressure causing the bottom structure to be lifted from the weir.
• Fig. 1C shows the gate in its second, flood releasing position.
• Fig. 2 shows the gate from the top without the weir.
• a gate 1 for a free spillway weir 2 comprises as a main component a barrier 3 having an U-shape and formed by one central wall 4 and two side walls 5 and 6.
• An inlet well 7 is formed as an integral part of the central wall 4.
• the barrier 3 is supported by a hinge 8 having a first horizontal axis 9 to the substantially flat free spillway weir 2 and thereby the barrier 3 is tiltably supported on the weir 2.
• a first element formed as a frame 10 extending along the weir 2 in Fig .
• FIG. 1A is integrally formed with the central wall 4 and the side walls 5 and 6 of the barrier 3, while a water pressure receiving part of the gate 1 formed as a slab 11 is hinged on the frame 10 around a second horizontal axis 12 so as to be foldable in respect to the frame 10.
• Both, the frame 10 provided with a seal 13 and the slab 11 abutting against the seal 13 form a bottom structure 14 delimiting with the weir 2 in the position shown in Fig . 1A an air chamber 15.
• the air chamber 15 is connected through a first opening 16 of the inlet well 7 leading through the inlet well 7 to a second opening 17 beyond the upper end of the barrier 3.
• the chamber is also connected to a drain 18, which is delimited by the central wall of the barrier and the weir 2.
• the normal water level RL is below the second opening 17 of the inlet well 7 which connects the ambient air with the chamber 15.
• the water at the water retaining side of the barrier 3 presses the slab 11 via the seal 13 against the frame 10 and the weir 2, thus holding the chamber 15 watertight and the barrier 3 in its upright water retaining position.
• the chamber 15 is then flooded thereby removing the holding pressure from the slab 11 of the pressure receiving part, so that the whole bottom structure 14 including the slab 11 and the frame 10 is lifted by means of the hydrostatic pressure applied on the central wall 4 of the barrier 3 as shown in Fig. IB.
• the water pressure receiving slab 11 is tilted by means of the water flow in flow direction so as to abut against the central wall 4 of the barrier 3 and then both the slab 11 and the whole barrier 3 are tilted together in flow direction until coming to rest on a downward slope of the weir 2 as shown in Fig . 1C.
• the first opening 16 of the inlet well 7 originally merging into the chamber 15 serves as an inlet for a part of the water flow, while the second opening 17 of the inlet well 7 originally serving as inlet for flooding the chamber serves as an outlet.
• the bottom structure is constructed as a complete integral cover part able to form a watertight chamber together with the weir.
• Such an integral cover part is hinged to the barrier.
• the barrier part comprises a stop allowing a limited unfolding angle of the cover part with respect to the barrier.

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• Engineering & Computer Science (AREA)
• General Engineering & Computer Science (AREA)
• Structural Engineering (AREA)
• Mechanical Engineering (AREA)
• Civil Engineering (AREA)
• Barrages (AREA)

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• 2012
  • 2012-12-05 WO PCT/EP2012/074447 patent/WO2014086403A1/en active Application Filing
  • 2012-12-05 EP EP12808283.1A patent/EP2812497A1/de not_active Withdrawn

Patent Citations (1)

Non-Patent Citations (1)

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