METHOD FOR ARTIFICIALLY ERODING DAMMED BODIES OF WATER

Abstract

A method is provided for the artificial erosion of dammed bodies of water, wherein an average grain size distribution of sediments in the dammed body of water is determined across the ground surface of the dammed body of water. A sediment requirement for downstream water is determined, and as a result, at least one displacement of the sediments in the dammed body of water into the downstream water takes place in accordance with the sediment requirements for the downstream water. Advantageously, requirements regarding at least the quantity and grain size of the sediment for the downstream water are determined.

Claims

1. A method for artificially eroding dammed bodies of water comprising the steps of: distributing an average grain sizes of sediments of the dammed body of water over a ground surface of the dammed body of water; determining a sediment requirement for a downstream water; and ascertaining the sediment requirement of the downstream water, at least one displacement of the sediments of the dammed body of water into the downstream water takes place.

2. The method according to claim 1, comprising of a removal and/or accumulation of the sediments of the dammed body of water takes place in regions of the dammed body of water that have an average approximate grain size, corresponding to the sediment requirements of the downstream water.

3. The method according to claim 1, comprising of the downstream water and/or the dammed body of water are limnologically monitored.

4. The method according to claim 3, comprising the sediment requirements of the downstream water are determined by means of measurement data from the limnological monitoring.

5. The method according to claim 1, comprising of the displacement of the sediments is controlled via a control circuit.

6. The method according to claim 1, comprising of the displacement of the sediments is controlled.

7. The method according to claim 1, comprising of the removal and/or accumulation takes place by means of at least one dredger, by means of a flushing procedure, and/or by means of an injection procedure.

8. The method according to claim 1, comprising of the sediments of the dammed body of water are accumulated and stored in at least one interim depot.

9. The method according to claim 8, comprising of the sediments are classified prior to storage in the interim depot.

10. The method according to claim 1, comprising of, according to the sediment requirements of the downstream water a displacement of the sediments in the interim depot into the downstream water takes place.

11. The method according to claim 1, comprising of the sediments are introduced in front of, into or behind a drain for the dammed body of water.

12. The method according to claim 1, comprising of the sediments are introduced directly into the downstream water.

13. The method according to claim 12, comprising of the sediments are introduced in to regions of the downstream water endangered by erosion, or damaged by erosion.

14. The method according to claim 1, comprising of an introduction location is varied.

15. The method according to claim 1, comprising of the displacement of the sediments of the dammed body of water into the downstream water takes place by means of a conveyor system.

16. The method according to claim 15, comprising of the conveyor system comprises at least one spiral conveyor.

17. The method according to claim 15, comprising of the conveyor system is used for obtaining electrical energy.

18. The method according to claim 15, comprising of the conveyor system is used as a water ladder.

19. The method according to claim 16, comprising of the conveyor system is used for obtaining electrical energy.

20. The method according to claim 17, comprising of the conveyor system is used as a water ladder.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

[0043] FIG. 1 shows a drawing of a dammed body of water in conjunction with a dropout speed diagram in a schematic illustration;

[0044] FIG. 2 shows a schematic illustration of a possible artificial erosion of the sediment deposit under water;

[0045] FIG. 3 shows a schematic illustration of a possible transport of sediment deposits in the proximity of a discharge organ under water; and

[0046] FIG. 4 shows a schematic cross sectional illustration of a section of a conveyor system for transporting sediment deposits.

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS

[0047] FIG. 1 shows a dammed body of water 10, supplied by a river 12. The river 12 is blocked by a dam 14. A discharge organ 16, which discharges excess water, or used water, e.g. for a power plant, from the dammed body of water 10 into a downstream water 18, is used in particular to regulate the water level in the dammed body of water 10. The damming is preferably obtained such that the downstream water 18 opens into a river 20. Further measures for regulating the level of the dammed body of water 10 or for flood control can take place, for example, by means of a submerged drain 22.

[0048] By damming the river 12, there is a reduction in the flow speed in the region of the dam 14. This reduction in the flow speed is indicated schematically by the sediment deposit diagram beneath the river or the dammed body of water 10. The diagram shows the flow speed of the river 12 or the dammed body of water 10 toward the dam 14 on the x-axis, in a logarithmic distribution. The y-axis, which is likewise divided logarithmically, shows the grain size of the particles, which are deposited at the respective speed. It can be seen that with smaller grain diameters, sediment is transported further toward the dam 14. Larger sediments, i.e. sediments with a larger grain diameter, are deposited further away from the dam 14 than finer grains. In particular clay particles having a size of <2 μm are carried up to the dam, but with larger sediment grains, the flow speed is insufficient for this.

[0049] Known methods so far for displacing sediments in dammed bodies of water provide merely that sediments are accumulated from the ground of the dammed body of water according to certain patterns, or in a random manner, and these are then conveyed to the proximity of the discharge organ 10. It has been shown, however, that although this method is sufficient for pumped-storage power plants, it is accompanied by disadvantages for flowing bodies of water, or dammed flowing bodies of water, because the lacking, or incorrect composition of the sediments in downstream water can lead to erosion damage, flooding and other consequences. For this reason, the downstream water 18, or the water discharged herefrom, hereinafter referred to as discharge 20, is limnologically monitored. The monitoring is obtained by means of at least one sensor 24, which measures, e.g., flow speed, turbidity, nutrients, solids, gases, water level, temperature or other factors of the downstream water 18. Preferably, numerous of the specified factors are recorded and evaluated. A computer-supported monitoring unit 26, in particular, is available for this. The monitoring unit 26 activates at least one or more dredgers 28, depending on the measured values of the at least one sensor 24. These are preferably activated such that the monitoring unit 26 transmits a requirement for quantities of sediment and/or grain sizes to the dredgers 28, which then approach the sediment grain sizes corresponding to the previously determined and/or known sediment deposits in the dammed body of water, in order to then accumulate them in the downstream water 18, after which a redistribution takes place. The sediment can, as shown here by way of example, be deposited in front of the discharge organ 16, such that it either flows through the discharge organ, or it can be introduced directly into the downstream water, over or around the dam.

[0050] FIG. 2 shows, by way of example, the transport of the sediment deposits 30 from the floor of the body of water 32 of the dammed body of water 10 by means of a suction dredger assembly 36. This is composed of a pump unit 36, a flushing head 38, and a conveyance line 40 and 42. A flushing head 38 is used to release the sediment deposits 30 from the floor of the body of water 32, which comprises a milling machine for loosening the sediments 30. The released sediments 30 are accumulated and conveyed by means of the pump unit 36. The pump unit 36 also transports the sediment through the conveyance line 42 directly into the downstream water, or in a region of the dammed body of water 10 lying in the proximity of the discharge organ 16. Advantageously, the pump unit 36 is disposed on a pontoon 44. The pontoon 49 can be moved over a large area, preferably the entire area, of the dammed body of water by means of control ropes 46. In another design, not shown herein, it is provided that the suction dredger has its own drive unit, with which it can be moved over the dammed body of water 10.

[0051] FIG. 3 shows, by way of example, the depositing of the accumulated sediment 30 in the proximity of the discharge organ 16. The conveyance line 42 is held in place by means of floats 50, and can likewise be freely moved in one design, and in particular, it can be controlled. Preferably, by relocating the floats it is possible to impact different sediment grain sizes. In particular, larger grain sizes can be brought closer to the discharge organ 16, because the suction or flow speeds there can convey these without difficulty. Smaller sediment sizes require a greater distance to the discharge organ 16, because these can already flow through the discharge organ into the downstream water at lower flow speeds. The deposited sediment 30 is removed by the flowing water in the direction of the arrow 52, and conveyed into the downstream water. Additionally or alternatively, the removed sediment can also be transported directly into the downstream water, as already shown in FIG. 1, in particular at locations where strong erosions prevail, e.g. as a result of high flow speeds.

[0052] FIG. 4 shows, by way of example, a conveyor system 54. This is designed as a connecting assembly between a dammed body of water 10 and a downstream water 18, and can be integrated, for example, in a dam 14. The conveyor system 54 has two spiral conveyors 55 disposed behind one another. These each comprise a conveyor auger 56, a spiral pump hutch 57, and a motor/generator unit 58, 59. The motor/generator unit 58, 59 comprises a motor 58 for driving the respective conveyor auger 56 and a generator for accumulating power. The conveyor system 54 has two directions of conveyance, or operating modes, respectively. In order to displace sediments 30 from dammed bodies of water 10 into downstream water 18, gravity or water pressure acts on the auger 56 such that it rotates, resulting in conveyance toward the downstream water 18. The rotation of the auger 56 can be used thereby by the generators 59 in order to obtain electrical energy.

[0053] Furthermore, the motors 58 of the augers 56 can be collectively driven in the opposite direction, in order to enable a direction of conveyance from the downstream water 18 into the dammed body of water 10. The conveyor system 54 can be used in this manner as a water ladder for living creatures.