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WO2011071397A1 - Power generation and flood protection system - Google Patents

Power generation and flood protection system Download PDF

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Publication number
WO2011071397A1
WO2011071397A1 PCT/PL2010/000082 PL2010000082W WO2011071397A1 WO 2011071397 A1 WO2011071397 A1 WO 2011071397A1 PL 2010000082 W PL2010000082 W PL 2010000082W WO 2011071397 A1 WO2011071397 A1 WO 2011071397A1
Authority
WO
WIPO (PCT)
Prior art keywords
water
point
pipeline
river
electric power
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Ceased
Application number
PCT/PL2010/000082
Other languages
French (fr)
Inventor
Andrzej Rychert
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of WO2011071397A1 publication Critical patent/WO2011071397A1/en
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

Links

Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F03MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
    • F03BMACHINES OR ENGINES FOR LIQUIDS
    • F03B13/00Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates
    • F03B13/08Machine or engine aggregates in dams or the like; Conduits therefor, e.g. diffusors
    • F03B13/086Plants characterised by the use of siphons; their regulation
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy

Definitions

  • the only flood protection system know nowadays is building dikes, reservoirs and pumping stations running on electric or mechanical energy.
  • the subject of the invention is a system allowing to prevent flooding while the excess water caused by flooding is transformed into electric energy.
  • the way of building the system and its application according to the invention is presented in the enclosed drawings.
  • Power generation and flood protection system works using the commonly known principle of water lever.
  • the manner of the water lever operating is illustrated in Fig. 1.
  • a hose is placed in a liquid tank and then the liquid is sucked up.
  • one essential condition must be met.
  • the level of the liquid being suck up (Point A) has to be above the level of the liquid leaving the hose at all times (Point B) .
  • Point A The level of the liquid being suck up
  • Point B the level of the liquid leaving the hose at all times
  • the water lever works regardless of the fact whether the hose is coiled and the liquid, first of all, has to go up and then down.
  • the working principle of the whole system according to the invention is presented in Fig.2.
  • the pipeline no. 3 On the bottom of a river no. 2 or underneath a pipeline no. 3 is assembled. Every several dozens of kilometres the pipeline no. 3 is led out of the bottom high up above the water surface (this is accomplished by structure no. 5).
  • the pipeline no. 3 has inlet holes no. 1 herein after called in-holes.
  • the pipeline no. 3 has also drain holes no. 10 hereinafter called out-holes. In-holes no. 1 are always above the out-holes no. 10.
  • a water turbine e. g. rotary or other type on the outside
  • the pipeline no. 3 is also fitted with feed-drain valves no. 7 and 8.
  • the excess of water from the flood region (A) can be simultaneously transferred to other points (e.g. C, D, etc., always downstream).
  • points e.g. C, D, etc., always downstream.
  • the level difference between the points (in-holes and out-holes) equals 100 m. With the level difference at 100 m the water pressure at the out-hole in point B will be approximately 10 atm. Assuming that the pipeline no. 3 diameter is 1 m, the amount of water being transferred from point A to point B will be several m 3 /s.
  • the system can transfer flood water twenty and more times and, while doing this, generate electric power supplied to the national grid.
  • the power generation and flood protection system can, at the time when floods do not occur, work as a power generating system only.
  • point A has to be a natural water reservoir.
  • the remaining points B, C, D etc. Can be man-made reservoirs.
  • the advantage of the system according to the invention is the fact that thanks to it floods can be prevented.
  • the water lever in a river can be adjusted before heavy rains appear.
  • the water level in the river can be lowered and, by doing so, prepare the riverbed to take in excess water.
  • Another advantage of the system is that the excess of flood water can be transformed into electric power.
  • the biggest advantage of the system is its economic efficiency.

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  • Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Combustion & Propulsion (AREA)
  • Mechanical Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Other Liquid Machine Or Engine Such As Wave Power Use (AREA)

Abstract

The subject of the invention is a Power Generation and Flood Protection System allowing prevention of floods and, at the same time, production of electric power. Electric power is produced from an excess of water in a river caused by heavy rains and melting of snow. The advantage of the system is the fact that thanks to it floods can be prevented. The system allows regulation of water level in a river. Even before heavy rains or melting of snow occur water level in a river can be lowered and, by doing so, prepare the riverbed to take in excess of water.

Description

POWER GENERATION AND FLOOD PROTECTION SYSTEM
The only flood protection system know nowadays is building dikes, reservoirs and pumping stations running on electric or mechanical energy. The subject of the invention is a system allowing to prevent flooding while the excess water caused by flooding is transformed into electric energy. The way of building the system and its application according to the invention is presented in the enclosed drawings.
Power generation and flood protection system works using the commonly known principle of water lever. The name "water lever is" colloquial. The manner of the water lever operating is illustrated in Fig. 1. A hose is placed in a liquid tank and then the liquid is sucked up. In order for the water lever to work one essential condition must be met. The level of the liquid being suck up (Point A) has to be above the level of the liquid leaving the hose at all times (Point B) . Provided this condition is met, the water lever works regardless of the fact whether the hose is coiled and the liquid, first of all, has to go up and then down. The working principle of the whole system according to the invention is presented in Fig.2.
STRUCTURE
On the bottom of a river no. 2 or underneath a pipeline no. 3 is assembled. Every several dozens of kilometres the pipeline no. 3 is led out of the bottom high up above the water surface (this is accomplished by structure no. 5). The pipeline no. 3 has inlet holes no. 1 herein after called in-holes. The pipeline no. 3 has also drain holes no. 10 hereinafter called out-holes. In-holes no. 1 are always above the out-holes no. 10. In the pipeline no. 3, immediately over an out-hole no. 10 a water turbine (e. g. rotary or other type on the outside) connected to a electricity generator no. 9. The pipeline no. 3 is also fitted with feed-drain valves no. 7 and 8. The pipeline is fully filled with water which required sucking up the so-called water lever early on, located above the river surface at the structure's height. The sucking up is needed only for the first start-up of the system. Next start-ups do not require the sucking since after closing the valve no. 8 water still remains in a section of the pipeline no. 6. Each following system start-up only requires opening the valve no. 8. FOOD PREVENTION AND PRODUCTION OF ELECTRIC POWER
All existing rivers in the world flow high land down to the sea and thus using the so- called water lever to prevent floods does not cause any problems. When, as a result of rainfall or melting of snow, the water level in a river no. 2 begins to rise, the valve no. 8 and the valve no. 7 (if it exists) should be opened. At the moment of the opening of the valve no. 8 the excess of water from point A is instantaneously moved to point B which may be a few dozens or hundreds of kilometres away from point A (flooding threat). After the system has been started, at flood-threatened point A the water level will begin to fall while at the point B not threatened by a flood where the riverbed is capable of holding the excess of water from point A, the water level will rise. The excess of water from the flood region (A) can be simultaneously transferred to other points (e.g. C, D, etc., always downstream). Making a theoretical assumption that a river is 1,000 km long and its origin is situated 2,000 m above sea level, such a river can have 20 points A, B, C, D, etc. and each one of them can be at the distance of 50 km. The level difference between the points (in-holes and out-holes) equals 100 m. With the level difference at 100 m the water pressure at the out-hole in point B will be approximately 10 atm. Assuming that the pipeline no. 3 diameter is 1 m, the amount of water being transferred from point A to point B will be several m3/s. Adding it all up, within one hour approximately 10,000 m3 of water will be transferred from point A to point B (absolutely for free, without using pumps). The excess flood water ought to be used to produce electric power since we get a lot of m3 of water at a high pressure. Water can be transferred from point A to B and from point B to C and so on all the way to the sea. According to the invention the system can transfer flood water twenty and more times and, while doing this, generate electric power supplied to the national grid. In the description an example of a 1 metre of diameter pipeline has been illustrated. The actual structure can consist of, for instance, six pipeline of the diameter equalling 1 metre. The power generation and flood protection system can, at the time when floods do not occur, work as a power generating system only. It can be used exclusively for power purposes by building a pipeline between water basins going from the higher land down. In this case point A has to be a natural water reservoir. The remaining points B, C, D etc. Can be man-made reservoirs. During the system's operation the water level in artificial reservoirs will be the same although the water will be constantly on the move. The advantage of the system according to the invention is the fact that thanks to it floods can be prevented. The water lever in a river can be adjusted before heavy rains appear. Moreover, the water level in the river can be lowered and, by doing so, prepare the riverbed to take in excess water. Another advantage of the system is that the excess of flood water can be transformed into electric power. The biggest advantage of the system is its economic efficiency.
Today the government wishing to build reservoirs has to buy land from private owners. Often it involves a compulsory purchase which, in consequence, results in high compensations or leads to lengthy lawsuits. The system according to the invention solves this problem entirely. A river with its bottom is in the possession of the state, hence, every government resolving to apply the flood protection system according to the invention shall save both time and money (as well as flood induced costs). Furthermore, building the system costs less than building dikes, reservoirs, pumping stations, etc. Nowadays there is a number of know technologies allowing a fast building of pipelines with the use of flexible plastics of very big strength. The costs of building the system will begin to repay itself right after heavy rains or melting of snow occurs. Electricity produced thanks to the system will be sold and thus the investment will start to refund. The Power Generation and Flood Protection System is quite timely because we live in the era of the global warming. Floods will become increasingly frequent and year after year can be more troublesome. Instead of spending money on flood damage repair it will be better spent on flood prevention. Today, if a river level rises by, for example, 3 m and it does not constitutes a flood threat, nothing is done about it. Water flows down to the sea without generating either profits or losses. Applying the system according to the invention, a redundant excess of water can be used transforming it into electric power. It is possible because we have inside the pipeline we have water high pressure (completely for free).

Claims

PATENT CLAIM
1. Power generation and flood protection system has a pipeline on a river bottom (or underneath). The pipeline has water in-holes and out-holes. Every several or several dozens of kilometres the pipeline is led out of the bottom above the water surface creating the so-called water lever fitted on a high structure. The system has an electric power generator inside or outside the pipeline right next to an out-hole. The system according to the invention is characterised in that: it allows to regulate the water lever in a river or permanent water reservoirs through transferring water from point A to point B.
2. The system according to the invention is characterised in that: transferring of water from point A to point B allows preparation of a river bed to take in an excess of water being a result of heavy rains or melting of snow.
3. The system according to the invention is characterised in that: transferring of water from point A to point B takes place completely for free (excluding the initial sucking up of water in a section of the pipeline situated under the water surface). After the initial start-up the sole driving force for the system is gravity.
4. The system according to the invention is characterised in that: an excess of water being a result of heavy rains or melting of snow being transferring can be used for production of electric power.
5. The system according to the invention is characterised in that: it can work exclusively as an electric power system.
PCT/PL2010/000082 2009-12-07 2010-09-02 Power generation and flood protection system Ceased WO2011071397A1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
PL389795A PL389795A1 (en) 2009-12-07 2009-12-07 Subscriber socket body, especially the antenna jack RTV, RTV or RTV-SAT-DATA, allowing for the cable installation, in particular a coaxial cable, without the prior use of stripping tools
PLP389795 2009-12-07

Publications (1)

Publication Number Publication Date
WO2011071397A1 true WO2011071397A1 (en) 2011-06-16

Family

ID=43304949

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/PL2010/000082 Ceased WO2011071397A1 (en) 2009-12-07 2010-09-02 Power generation and flood protection system

Country Status (2)

Country Link
PL (1) PL389795A1 (en)
WO (1) WO2011071397A1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3324219A1 (en) 2016-11-22 2018-05-23 Uniwersytet Wroclawski Method for determining an expected inflow to a water reservoir
CN108460814A (en) * 2018-02-08 2018-08-28 中国电建集团中南勘测设计研究院有限公司 A kind of multistation linkage rating curve approximating method

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4182123A (en) * 1978-01-18 1980-01-08 Fuji Electric Co., Ltd. Hydraulic power plant
US6606857B1 (en) * 2002-02-28 2003-08-19 Thermal Dynamics, Inc. Fluid actuated generator

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4182123A (en) * 1978-01-18 1980-01-08 Fuji Electric Co., Ltd. Hydraulic power plant
US6606857B1 (en) * 2002-02-28 2003-08-19 Thermal Dynamics, Inc. Fluid actuated generator

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3324219A1 (en) 2016-11-22 2018-05-23 Uniwersytet Wroclawski Method for determining an expected inflow to a water reservoir
CN108460814A (en) * 2018-02-08 2018-08-28 中国电建集团中南勘测设计研究院有限公司 A kind of multistation linkage rating curve approximating method

Also Published As

Publication number Publication date
PL389795A1 (en) 2011-06-20

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