JP5555339B1 - Structure downstream of the dam - Google Patents

Abstract

PROBLEM TO BE SOLVED: To provide a structure downstream of a dam which can easily collect and treat sediment deposited on the upstream side of the dam and can be installed without being affected by the scale of the dam or the environment around the dam.
SOLUTION: A structure 1 downstream of a dam that flows down from upstream of a dam 2 and collects and treats sediment 15 deposited on the bottom of the upstream side of the dam 2, and includes a river 3 downstream of the dam 2. A digging portion 8 formed deeper than the water bottom 4, a lid 12 detachably provided in the opening 8 a of the digging portion 8, and a bottom portion on the upstream side of the dam 2. The earth and sand introduction path 6 which connects between the said dug parts 8 is provided.
[Selection] Figure 1

Description

  The present invention relates to a structure downstream of a dam, and more particularly to a structure downstream of a dam that is effective for collecting and treating sediment deposited on the water bottom upstream of the dam.

  Generally, in the intake dam of a hydroelectric power plant, the dam function deteriorates when sediment flowing down from the upstream accumulates on the bottom of the water. Therefore, by periodically removing the collected sediment from the bottom of the water and collecting it, Maintaining functionality is being done.

  In this case, if the earth and sand removed from the bottom of the pit is collected and transported to an accumulation site such as a sediment disposal site or a storage site installed in the vicinity of the dam, it is collected in the sediment disposal site or the storage site. It takes time to transport earth and sand to the site. Also, depending on the environment around the dam, it may not be possible to install a dump near the dam.

  On the other hand, Patent Document 1 describes a technique related to a method for discharging sediment sediment in a dam reservoir. This method of discharging sedimentary sediment is supported by a drill pipe supported by a work machine placed at the top of the dam body, and by lowering the drill pipe while rotating, the drill part is press-fitted into the sedimentary sediment and is discharged from the outlet. By discharging the compressed air, the sedimentary sediment is guided from the sediment intake into the drill part, and the sediment is transferred to the sedimentation basin through the discharge pipe and discharged by the air lift effect by the compressed air.

  In the sediment sediment discharge method described in Patent Document 1, a sedimentation basin is installed at the bottom of the river downstream of the dam body, so the sedimentation basin should be installed without being affected by the environment around the dam. Can do. In addition, since a sedimentation basin is installed at the bottom of the river on the downstream side of the dam body, it does not take time to transport sedimentary sediment to the sedimentation basin.

  However, since the drill pipe is supported by the work machine installed on the upper part of the dam body, it can be applied only to the collection of sediment in the range where the drill pipe supported by the work machine can reach. It cannot be applied depending on the scale.

JP-A-10-159064

  The present invention has been made in view of the conventional problems as described above, and can easily collect and treat the sediment deposited on the water bottom on the upstream side of the dam, as well as the scale of the dam and the periphery of the dam. It aims at providing the structure of the dam downstream which can be installed in the downstream of a dam, without being influenced by the environment.

In order to solve the above problems, the present invention employs the following means.
That is, the present invention is a structure downstream of a dam that flows down from the upstream of the dam and collects and treats the sediment deposited on the bottom of the upstream of the dam, and is provided at the bottom of the river downstream of the dam. A digging portion formed deeper than the bottom of the water, a lid removably provided at the opening of the digging portion, and earth and sand connecting the bottom portion on the upstream side of the dam and the digging portion And an introduction path.

  According to the downstream structure of the dam of the present invention, the earth and sand deposited on the bottom part on the upstream side of the dam is guided to the digging part through the earth and sand introduction path and accumulated in the digging part. In addition, the sediment deposited inside the digging part is discharged downstream by the river water flow by removing the lid from the opening of the digging part and exposing it to the river water flow. .

  Further, in the present invention, it is a structure downstream of the dam that flows down from the upstream of the dam and collects and treats the sediment deposited on the bottom of the sand basin provided on the upstream side of the dam. A digging portion formed deeper than the bottom of the river, a lid detachably provided at the opening of the digging portion, a bottom portion of the sand basin upstream of the dam, and the digging It is good also as providing the earth-and-sand introduction path which connects between the insertion parts.

  According to the downstream structure of the dam of the present invention, the sediment deposited on the bottom of the sand basin on the upstream side of the dam is guided to the digging portion through the sediment introduction path and deposited inside the digging portion. In addition, the sediment deposited inside the digging part is discharged downstream by the river water flow by removing the lid from the opening of the digging part and exposing it to the river water flow. .

  Moreover, in this invention, the valve | bulb which opens and closes this opening part is good also as an opening part of the upstream of the said dam of the said earth and sand introduction path.

  According to the structure of the dam downstream of the present invention, the sediment deposited on the bottom of the upstream side of the dam or the bottom of the sand basin upstream of the dam by opening the valve on the upstream side of the dam of the sediment introduction path. Flows into the sediment introduction path, is led to the digging portion through the sediment introduction path, and is deposited inside the digging portion.

  Moreover, in this invention, the said dug part is provided over the full width of the river downstream of the said dam, or is provided in multiple places for every predetermined space | interval over the full width of the river downstream of the said dam. It is good as well.

  According to the structure of the dam downstream of the present invention, the digging portion provided over the entire width of the river on the downstream side of the dam, or the digging provided at a plurality of locations at predetermined intervals over the entire width of the river. Sediment will be deposited inside the concavity.

  Moreover, in this invention, it is good also as an inclined surface which inclines in the flow direction of a river among the inner surfaces of the said digging part.

  According to the structure downstream of the dam of the present invention, the front and rear surfaces in the river flow direction are formed as inclined surfaces that are inclined in the river flow direction among the inner surfaces of the digging portion. It is possible to make it easier to discharge the earth and sand in the downstream direction of the river.

  Moreover, in this invention, it is good also as the support part which consists of a some digit | girder provided in the opening part of the said digging part, and the said cover is provided in the upper part of this support part.

  According to the structure downstream of the dam of the present invention, since the lid is provided on the upper portion of the support portion composed of a plurality of girders, the lid can be prevented from falling into the digging portion due to water pressure.

  In the present invention, the lid may be made of steel or concrete.

  According to the structure of the dam downstream of the present invention, the opening of the dug portion is opened and closed by the steel or concrete lid.

  As described above, according to the structure downstream of the dam of the present invention, the earth and sand deposited on the water bottom on the upstream side of the dam can be easily recovered and processed. In addition, it is possible to form a digging portion for collecting and treating earth and sand at the bottom of the river on the downstream side of the dam without being affected by the scale of the dam or the environment around the dam.

It is the schematic which showed one Embodiment of the structure of the dam downstream by this invention.

Hereinafter, embodiments of the present invention will be described with reference to the drawings.
FIG. 1 shows an embodiment of the structure downstream of a dam according to the present invention. The structure 1 downstream of the dam of the present embodiment is applied to, for example, the intake dam 2 of a hydroelectric power plant, and is effective for collecting and treating the earth and sand 15 flowing down from the upstream.

  The structure 1 downstream of the dam according to the present embodiment includes a digging portion 8 provided at the bottom 4 of the river 3 downstream of the dam 2 and formed one step deeper than the bottom 4 of the river 3, and an opening of the digging portion 8. The lid 12 is detachably provided on the portion 8a, and the earth and sand introduction path 6 that connects between the dug portion 8 and the sand settling ground 5 provided on the upstream side of the dam 2 is provided.

  The digging portion 8 is formed by excavating the bottom 4 of the river 3 downstream of the dam 2 at a predetermined depth and forming a concave shape. The bottom 8 of the river 3 downstream of the dam 2 It is provided over the entire width. In addition, you may comprise the dug part 8 so that it may provide in multiple places for every predetermined space | interval over the full width of the river 3. FIG.

  The digging portion 8 may be in a state where the bottom 4 of the river 3 downstream of the dam 2 is excavated, or may be a concrete structure by placing concrete with a predetermined thickness on the inner surface of the excavated portion. Good.

  Of the inner surface of the digging portion 8, the front surface 8b and the rear surface 8c positioned before and after the flow direction of the river 3 are formed as inclined surfaces having a predetermined angle, and the left side surface 8d and the right side surface 8e positioned in the width direction of the river 3. Is formed on a vertical surface facing the up-down direction, and the bottom surface 8f is formed on a horizontal surface facing the horizontal direction. By making the front surface 8b and the rear surface 8c located before and after the river 3 of the digging portion 8 into inclined surfaces, earth and sand 15 accumulated inside the digging portion 8 can be easily discharged from the digging portion 8 by the flow of the river 3. can do.

  Between the upper ends of the front surface 8b and the rear surface 8c of the opening 8a of the digging portion 8, stringers 10 made of H-shaped steel and the like are installed at a plurality of locations at predetermined intervals in the width direction of the river 3 and adjacent to each other. Between the vertical beams 10 and 10, horizontal beams 11 made of H-shaped steel or the like are installed at a plurality of locations at predetermined intervals in the flow direction of the river 3, and a lid 12 is formed by the plurality of vertical beams 10 and the horizontal beams 11. A grid-like support portion 9 is configured to support the.

  The lid 12 has a plate shape made of a steel plate, a concrete plate or the like, and a plurality of lids 12 are placed so that no gap is formed between the lids 12 and 12 adjacent to the upper part of the support portion 9. Thus, the opening 8a of the digging portion 8 can be closed. Further, by removing the plurality of lids 12 from the upper portion of the support portion 9, the opening portion 8 a of the digging portion 8 can be opened. By closing the opening 8 a of the digging portion 8 with the lid 12, it is possible to prevent the digging portion 8 from affecting the flow of the river 3.

  When the plurality of lids 12 are placed on the upper portion of the support portion 9 and the opening 8a of the dug portion 8 is closed, the upper surface of the plurality of lids 12 and the water bottom 4 of the river 3 are flush with each other. It is preferable to adjust the height at which the vertical girder 10 and the horizontal girder 11 of the support portion 9 are constructed. By adopting such a configuration, it is possible to prevent a step from being formed on the bottom 4 of the river 3 by the lid 12 and to prevent the flow of the river 3 from being affected by the lid 12.

  On the upstream side of the dam 2 is provided a sand basin 5 for guiding and precipitating sediment 15 flowing down the river 4 on the upstream side. In the meantime, a sediment introduction path 6 is provided to guide the sediment 15 from the sedimentation basin 5 to the dug portion 8.

  A valve 7 for opening and closing the opening 6 a is provided in the opening 6 a on the sand settling basin 5 side of the earth and sand introduction path 6, and by opening this valve 7, the earth and sand 15 collected in the sand settling basin 5 is transferred to the earth and sand introduction path 6. The earth and sand 15 can be guided to the inside of the dug portion 8 through the earth and sand introduction path 6.

  A submersible pump 17 for discharging water 16 from the inside of the digging portion 8 is provided inside the digging portion 8, and the earth and sand 15 are guided from the sand basin 5 to the inside of the digging portion 8 through the sediment introduction path 6. At this time, by discharging the water 16 from the inside of the digging portion 8 with the submersible pump 17, it is possible to secure a volume for accumulating a predetermined amount of earth and sand 15 inside the digging portion 8.

  In order to collect and treat the earth and sand 15 flowing down from the upstream of the dam 2 by the structure 1 downstream of the dam of the present embodiment configured as described above, the earth and sand 15 flowing down from the upstream of the dam 2 is put into the sand basin 5. Then, a predetermined amount of earth and sand 15 is deposited on the bottom 5 a of the sand basin 5.

  Then, after depositing a predetermined amount of earth and sand 15 in the sand basin 5, the valve 7 of the opening 6a of the earth and sand introduction path 6 is opened to allow the earth and sand 16 at the bottom 5a of the sand basin 5 to flow into the earth and sand introduction path 6. And let it flow into the digging portion 8 through the earth and sand introduction path 6. Thereby, almost the entire amount of earth and sand 15 deposited on the bottom portion 5 a of the sand basin 5 can be moved into the digging portion 8.

  Then, after moving almost the entire amount of earth and sand 15 from the bottom part 5a of the sand basin 5 into the dug part 8, the valve 7 is closed to stop the inflow of the earth and sand 15 from the sand basin 5 into the earth and sand introduction path 6. By keeping this state for a predetermined period, a predetermined amount of earth and sand 15 is deposited on the bottom 5a of the sand basin 5.

  Then, after depositing a predetermined amount of earth and sand 15 on the bottom part 5a of the sand basin 5, the earth and sand 15 on the bottom part 5a of the sand basin 5 is moved into the digging part 8 by the above-described procedure, and such operations are repeated. Therefore, when the earth and sand 15 are fully accumulated in the digging portion 8, the lid 12 closing the opening 8a of the digging portion 8 is removed, and the opening 8a of the digging portion 8 is opened. Thus, the earth and sand 15 inside the digging portion 8 is exposed to the flow of water 16 in the river 3.

  Thereby, the earth and sand 15 inside the dug portion 8 is discharged to the downstream side of the river 3 by the flow of the water 16 in the river 3. In this case, the flow of the portion corresponding to the digging portion 8 of the river 3 becomes faster due to the water hitting phenomenon, so that the earth and sand 15 inside the digging portion 8 can be efficiently discharged to the downstream side of the river 3.

  Then, after almost all of the earth and sand 15 inside the dug portion 8 has been discharged, the opening 8a of the dug portion 8 is closed with the lid 12, and the sediment 15 is deposited on the bottom 5a of the sand basin 5, and the sand basin 5 The movement of the earth and sand 15 of the bottom 5a to the inside of the digging part 8 through the earth and sand introduction path 6 and the operation of removing the lid 12 of the opening 8a of the digging part 8 are repeated. Thereby, the earth and sand 15 flowing down from the upstream side of the dam 2 can be continuously discharged to the downstream side of the river 3.

  In the dam downstream structure 1 of the present embodiment configured as described above, the digging portion 8 for depositing the earth and sand 15 is provided on the downstream side of the dam 2, so that the earth and sand disposal site, the earthen site, and the like are provided. The installation place is not limited as in the case of the accumulation place of, and can be applied to various dams 2.

  Moreover, the earth and sand 15 deposited on the bottom part 5a of the sand settling basin 5 upstream of the dam 2 is moved to the digging part 8 provided on the downstream side of the dam 2 through the earth and sand introduction path 6, and the digging part 8 3 is exposed to the flow of water 16 so as to be discharged to the downstream side of the river 3, so that the sediment 15 deposited on the bottom 5a of the sand settling basin 5 can be trapped and accumulated in a trash disposal site, a storage site, etc. It is not necessary to transport to the site, and the labor required for processing the earth and sand 15 deposited on the bottom 5a of the sand basin 5 can be greatly reduced.

  In the above description, the earth and sand 15 deposited on the bottom 5a of the sand basin 5 is guided to the digging portion 8 through the earth and sand introduction pipe 6. However, in the case of the dam 2 without the sand basin 5, FIG. As shown by the imaginary line, the bottom of the dam 2 on the upstream side and the digging portion 8 are connected by the earth and sand introduction channel 6, and the digging portion 8 is directly passed from the bottom on the upstream side of the dam 2 through the earth and sand introduction channel 6. What is necessary is just to comprise so that the earth and sand 15 may be moved.

DESCRIPTION OF SYMBOLS 1 Dam downstream structure 2 Dam 3 River 4 Water bottom 5 Sedimentation basin 5a Bottom part 6 Sediment introduction path 6a Opening part 7 Valve 8 Digging part 8a Opening part 8b Front surface 8c Rear surface 8d Left side surface 8e Right side surface 8f Bottom surface 9 Supporting part 10 11 Horizontal beam 12 Lid 15 Earth and sand 16 Water 17 Submersible pump

Claims (7)

A structure downstream of the dam that flows down from the upstream of the dam and collects and processes the sediment deposited on the bottom of the upstream side of the dam,
A digging portion formed deeper than the bottom of the river, provided on the bottom of the river downstream of the dam; a lid detachably provided at the opening of the digging portion; and a bottom of the dam upstream. A structure downstream of a dam, comprising a sediment introduction path connecting between the dug portion. A structure downstream of the dam that flows down from the upstream of the dam and collects and processes the sediment deposited on the bottom of a sand basin provided upstream of the dam,
A digging portion formed deeper than the bottom of the river downstream of the dam, a lid detachably provided at the opening of the digging portion, and a sand basin upstream of the dam A structure downstream of a dam, comprising a sediment introduction path connecting between the bottom of the dam and the dug portion.   The structure downstream of a dam according to claim 1 or 2, wherein a valve for opening and closing the opening is provided at an opening on the upstream side of the dam of the earth and sand introduction path.   The digging portion is provided over the entire width of the river downstream of the dam, or is provided at a plurality of locations at predetermined intervals over the entire width of the river downstream of the dam. The structure downstream of the dam according to any one of Items 1 to 3.   The dam according to any one of claims 1 to 4, wherein, of the inner surface of the digging portion, the front and rear surfaces in the river flow direction are formed as inclined surfaces that are inclined in the river flow direction. Downstream structure.   The opening portion of the digging portion is provided with a support portion composed of a plurality of girders, and the lid is provided on the upper portion of the support portion. Structure downstream of the dam.   The structure downstream of a dam according to any one of claims 1 to 6, wherein the lid is made of steel or concrete.

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