The invention is directed to a device and a method for utilizing energy from groundwater.
Due to the fact that fossil fuels are gradually running out, alternative fuels are necessary to be able to meet the increasing energy demands by a continually growing global population, now and in the future. Primarily solar power plants, wind power plants, and hydroelectric power plants are presently available for this purpose. Further technologies include utilization of geothermal energy, in addition to generation of biodiesel as well as sewage gas and biogas. However, all of these technologies still have various drawbacks: Solar energy depends on the length of the day and the solar angle of incidence, as well as the degree of cloud cover due to weather conditions; wind energy is likewise dependent on the weather. Hydroelectric power plants are most able to generate power in a relatively uniform manner, but they usually hinder ship navigation. Geothermal energy is directly available only at a few locations on the earth's surface; at other locations it requires extremely deep drilling, sometimes to 1,000 m or deeper. Biodiesel is obtained from the cultivation of rapeseed or other oleaginous plants, which requires enormous areas of agricultural land, so that grain cultivation is limited to food production. To a great extent, plant components from agriculture are used for biogas as well, whereas other components such as liquid manure generally represent only a minor component. Sewage sludge is generated in urban centers, but is highly toxic and therefore requires intensive treatment. The gas that can thus be generated results from organic components of wastewater, and therefore is not available in any desired amount.
The drawbacks of the described prior art have resulted in the object of the invention, to provide a device and a method for developing further alternative energy sources.
This object is achieved by
A simple principle is implemented with such a device:
In two different wells, water is available in each case, but at different heights. If these two water reservoirs are connected by a line that is completely filled with water, the well water has the tendency to flow through the line from the well having the higher water level to the well having the lower water level. Use may be made of this force to drive a water wheel or the like, for example in a hydraulic motor or in a pump that is operable as a motor, which is connected into the connecting line between the two wells.
It has proven advantageous that the height difference of the well water levels of the two wells is 2 m or greater, for example 5 m or greater, preferably 10 m or greater. The greater the height difference, the higher the achievable energy output. However, the atmospheric pressure prevailing at ground level corresponds to the pressure of a water column of approximately 10.13 meters, so that greater height differences can be spanned only using special measures. Thus, for example, multiple intermediate water reservoirs, which preferably are exposed to atmospheric air pressure, could be situated one above the other along the connecting line, for example with a maximum height difference in each case of 10 meters or less, so that the overall height is divided into individual stages of 10 meters or less in each case.
In addition, it is expedient to use multiple hydraulic motors, or pumps that are operable as generators, that are situated in each case between such intermediate water reservoirs and/or at maximum vertical distances of 20 meters or less, preferably 15 meters or less.
The water output of the upper well should be less than or equal to the water absorption capacity of the deeper well, so that the deeper well can never fill up.
The bottoms of the two wells are preferably drilled to different depths above sea level.
The height difference between the well bottoms may be 2 m or greater, for example 5 m or greater, preferably 10 m or greater, in particular 20 m or greater, or even 50 m or greater. It is not so much the height of the well bottoms, but, rather, primarily the levels of the water level in the two wells that are determining for the pressure conditions.
The two wells may also be situated concentrically with respect to one another, the deeper well preferably being annularly surrounded by the higher well and being separated from same by a ring-shaped seal. Unwanted overflow between the two wells should be reliably eliminated in order not to reduce the water output of the upper well or the absorption capacity of the lower well, and instead to maximize the efficiency of the system.
On the other hand, there is also the option of offsetting the two wells with respect to one another in the horizontal direction. The wells may on the one hand be situated immediately adjacent to one another when different groundwater levels are drilled; on the other hand, if the same groundwater aquifers are to be drilled, it is recommended that the two bores be introduced at different locations on a slope or some other fault, between which the height profile of the groundwater pressure surface changes.
According to a preferred design rule, the groundwater pressure surface of the upper well is above the elevation of the groundwater pressure surface of the lower well. In the stationary state, i.e., in particular without energy production or water extraction, these groundwater pressure surfaces determine the heights of the well levels in the two wells. The invention may be implemented in that the two wells are offset with respect to one another in the horizontal direction, and that the higher groundwater pressure surface at the upper wellbore merges, via an inclined progression, into the lower groundwater pressure surface at the lower wellbore.
Another embodiment of the invention is characterized in that the groundwater pressure surfaces at the upper wellbore and at the lower wellbore do not merge into one another, but instead are part of different groundwater levels that are separated from one another by at least one water-impermeable layer.
It is recommended in the invention that a water-impermeable layer of soil or rock is sealed off between two different drilled groundwater levels to avoid direct overflow between various groundwater levels.
The shaft of a wellbore that extends into a deeper groundwater level should be sealed off from the outside at the level of higher groundwater levels in order to avoid runoff of the groundwater that flows between the wellbores into an upper groundwater level, and/or to prevent groundwater from an upper groundwater level from directly entering the shaft of the lower well.
Further advantages result from the fact that at least one shaft of a wellbore is jacketed, in part or preferably down to the well water reservoir of the wellbore, preferably by a water-tight jacket. A jacket may on the one hand keep the rock surrounding the well shaft from falling into the well shaft, and on the other hand, for precise flow conditions, may in particular ensure that no flow bypass exists next to the connecting line between the two wells. In this regard, it should be mentioned that the connecting line does not have to be laid inside the two wells, which naturally involves the least design effort, but instead could be laid next to the wells, in particular in the ground itself or in a small bore parallel to the well shaft. However, such a technically possible embodiment is not necessarily to be recommended, since the connecting line is therefore not accessible for modification purposes. In contrast, if the cross section of the well shafts is dimensioned in such a way that a person can climb in the well shafts, work on the connecting line is possible at any time. This is also facilitated by anchoring metal rungs one on top of the other in a ladder-like arrangement inside at least one well shaft at its inner side, or by fixing a ladder to the inner side of the well shaft.
The cross sections of the two wells may be different. The cross section of the upper well may be larger than, equal to, or smaller than the cross section of the deeper well. For concentric wells, the cross section of the upper well should be larger, and for adjacent parallel wells the [cross section of the] upper well may be smaller so that the lower well cannot fill up.
Drying up of the upper well may be detected when a sensor is provided in the area of the upper well and/or in the area of the connecting line between the well water reservoirs of the two wells, upstream from the hydraulic motor or from the pump that is operable as a generator.
If the upper well dries up, the water column in the connecting line is at risk of collapsing, so that a laborious, lengthy initiation sequence must first be reinstituted in order to refill the connecting line with water. To avoid this, a shutoff valve may be provided in the area of the connecting line between the well water reservoirs of the two wells, which may be closed when the upper well dries up in order to interrupt the flow inside the connecting line.
The invention is further characterized by a method for utilizing the groundwater, comprising the following steps:
A system according to the invention may be established with little effort in this way. It should be kept in mind that the well cross section does not have to be very large if the power that is thus generatable is to be consumed only locally, for example.
Further advantages are provided by a method, by means of a device comprising two wells whose well water levels are at different elevations, a connecting line between the well water reservoirs of the two wells, a hydraulic motor or a pump that is operable as a generator inside the connecting line, and an electrical generator that is mechanically coupled to the hydraulic motor or to the pump that is operable as a generator, for utilizing the groundwater, wherein
A system according to the invention may thus be put into operation at any time.
The connecting line may be filled with water from the top, for example with water from the public water system or with water that is conveyed upwardly from one of the two wells, in particular via a further line having a submersible pump. As the result of filling from the top, there is no risk of a pump that is operable as a generator running dry.
To avoid runoff of the water column from the connecting line during or after filling of the connecting line, it is recommended in the invention to temporarily close valves in the area of one or both well reservoirs, i.e., until the system starts up for the purpose of power generation.
In addition, in step a) for filling the connecting line, the electrical generator may be operated as a motor and the hydraulic motor may be operated as a pump, in such a way that water is drawn into the connecting line between the two wells until the connecting line is completely filled with water.
Lastly, according to the teaching of the invention, in step c) the electrical generator is operated as a generator in order to deliver electrical energy.
Further features, particulars, advantages, and effects of the invention result from the following description of several preferred embodiments of the invention and with reference to the drawings, which show the following:
h
1
>h
2,
where h1 and h2 are based on the same zero point, in particular normal zero (sea level). The height difference Δh between the two well levels 3, 6 is
Δh=h1−h2.
In the following discussion, the well 1 having the higher well water level at the upper elevation h1 is referred to as the “upper well,” and the well 4 having the lower well water level at the lower elevation h2 is referred to as the “lower well,” although the top side of the well head of the two wells 1, 4 may be at the same elevation.
A connecting line 7 connects the two wells 1, 4, and in each case submerges into the well water reservoirs 2, 5 at that location. A hydraulic motor, or a pump 8 operable as a motor is connected into the connecting line 7. The mechanical shaft of the motor or pump is connected to an electrical generator 9. The current generated at the output terminals of the motor or pump may be either stored or locally consumed or, for example using a converter or inverter connected downstream, supplied to a preferably public power grid by synchronizing the delivered voltage with the system voltage of the power grid. The power grid may be an alternating current power grid or a three-phase power grid. For this purpose, the amplitude and phase position of the current may be controlled or regulated in such a way that power flows into the preferably public power grid. For example, such a converter or inverter may be coupled to the power grid via chokes or other, preferably inductive, reactors, and the output voltage of the converter or inverter is synchronous and in phase with the particular voltage of the power grid, but has a higher amplitude than the latter, so that a current is injected into the power grid against the grid voltage.
Valves 10 or other fittings may also be introduced into the connecting line 7. By means of valves 10, the water flow may be interrupted in order to stop the process for maintenance purposes, for example. A check valve 10 may be used for avoiding backflow during suction intake of the water.
Further modifications are possible. Thus, for example, in addition or as an alternative to the hydraulic motor or the pump 8, a heat exchanger may be connected into the connecting line 7 in order to withdraw additional thermal energy from the water and otherwise allow it to be utilized.
Of course, a portion of the water may also optionally be diverted for other purposes, for example supplied to the public water system or locally consumed.
To drill wells having different well water levels 3, 6, it is possible, as illustrated in
As is apparent in
For this mechanism, it is advantageous when the tapped upper groundwater level 11 is as abundant as possible, and the likewise drilled, lower groundwater level 12 is as absorptive as possible. In addition, a bypass between the two, i.e., a flow connection outside the drilled or used wells 1, 4, should preferably be avoided.
It is primarily the lower well 4 that is critical, since this well itself passes through the water-blocking layer 13. During drilling of the well 4, it must therefore be ensured that no flow channel remains outside the well wall. It may be necessary to annularly seal off this area at at least one location, for example by pressing in a hydraulically curable compound, for example.
In addition, the wall of the lower well 4 should be preferably water-tight in the area of the upper groundwater level 11, so that water infiltrating at that location does not result in a bypass through the well 4. At least the lower well 4 should therefore be lined at its shaft wall, for example by a recessed pipe made of metal, for example, or by superposed rings made of concrete, for example. In any case, however, it should be ensured that at the joints between two adjoining elements of the inner well lining in the area of the wall of the well shaft, a seal is provided, for example by means of an elastic, ring-shaped sealing element, or by adhesive bonding, filling, or the like.
In the illustrated embodiment, the hydraulic motor 8 and the electrical generator 9 are situated at ground level, for example in a machine room at that location. Although this is the simplest variant, since besides the well drilling itself no further excavation operations are necessary, it would also be possible to situate these elements 8, 9 in an underground cavern, which could be present, for example, at approximately the height of the well level 3 in the upper well 1, preferably approximately between the two well shafts 1, 4. In such a case, the vertical extension of the branch of the connecting line 7 inside the lower well 4 may be minimized to approximately the height difference Δh=h1−h2.
Another special feature is that the liquid in the branch of the connecting line 7, which opens into the lower well 4, is “suspended” at the hydraulic motor 8, i.e., is held in equilibrium only by the external air pressure acting on the lower well level 6. However, the atmospheric air pressure at ground level is able to keep a water column suspended only to a maximum height of 10.13 meters. Therefore, the (lowest) hydraulic motor 8 should be installed at most approximately 10 meters above the lower well level 6, since otherwise, the water column in this branch could collapse with formation of a vacuum bubble, which naturally would soon fill with water vapor.
On the other hand, since the water column above a hydraulic motor 8 exerts load on the hydraulic motor just to drive it, this portion of the water column cannot collapse. For deeper wells 1, 4, it is therefore recommended that the hydraulic motor 8 be installed at a preferably deep location, for example deep in the lower well shaft 4, or next to same in a machine room in a cavern.
When the connecting line 7 is filled from the top during start-up of the device, there is no risk at any time of the water column collapsing.
Of course, for greater depths, an intermediate reservoir under atmospheric air pressure could also be provided, for example at one-half the height, which on the one hand for the upper well 1 is used as a virtual lower well, and on the other hand for the lower well 4 is used as a virtual upper well. In such cases, two connecting lines 7 would need to be provided, one between the upper well 1 and the intermediate reservoir, and the other between the intermediate reservoir and the lower well 4, with one hydraulic motor 8 in each line 7. The electrical power of the electrical generators 9 coupled thereto is then added when supplied to the power grid. If necessary, i.e., if Δh=h1−h2>2*10.13 m applies, in this variant multiple intermediate reservoirs could also be provided at different heights.
Multiple groundwater levels 11, 12 which can be tapped or drilled are not always present in the earth. As is apparent from
The measures, described in the embodiment according to
The embodiment according to
A modification of the invention is shown in
As a result, the two wellbores 1″, 4″ may be drilled close to one another, or, as is apparent in
Thus, for example, drilling for the upper well 1″ is carried out with a larger or thicker drill than for the lower well 4″. This may take place, for example, by changing the drill at the level of the bottom of the upper well 1″, and continuing drilling with a smaller drill head until the bottom of the lower well 4″ is reached.
The lining of the lower well 4″ protrudes from below into the upper well 1″, and at that location separates the outer ring-shaped well reservoir 2″ of the upper well 1″ from the shaft of the lower well 4″ situated inside same.
The branch of the connecting line 7 that is submerged in the lower well reservoir 5″ extends inside the lining of the lower well 4″, which protrudes from below into the upper well, and the other branch, which is submerged in the upper well reservoir 2″, extends within the annular space outside the lining of the lower well 4″ which protrudes from below into the upper well. Here as well, it must be ensured that a bypass does not result between the various groundwater levels 11″, 12″ due to leaks.
Since overall, only a single drilling is necessary here, the level of effort and also possibly the space requirements may be minimized, so that the arrangement according to
Number | Date | Country | Kind |
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10 2014 012 047.3 | Aug 2014 | DE | national |
This patent application claims benefit of International (PCT) Patent Application No. PCT/IB2015/001386, filed 18 Aug. 2015 by Jan Franck for ENERGY GENERATION FROM A DOUBLE WELLBORE, which claims benefit of German Patent Application No. DE 10 2014 012 047.3, filed 18 Aug. 2014, which patent applications are hereby incorporated herein by reference.
Filing Document | Filing Date | Country | Kind |
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PCT/IB2015/001386 | 8/18/2015 | WO | 00 |