CN106968291A - Secondary water-supply neighbours living occupancy rate intelligent determination method - Google Patents
Secondary water-supply neighbours living occupancy rate intelligent determination method Download PDFInfo
- Publication number
- CN106968291A CN106968291A CN201710224512.XA CN201710224512A CN106968291A CN 106968291 A CN106968291 A CN 106968291A CN 201710224512 A CN201710224512 A CN 201710224512A CN 106968291 A CN106968291 A CN 106968291A
- Authority
- CN
- China
- Prior art keywords
- water
- water tank
- occupancy rate
- liquid level
- neighbours living
- 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.)
- Granted
Links
- 238000000034 method Methods 0.000 title claims abstract description 19
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 199
- 239000007788 liquid Substances 0.000 claims abstract description 64
- 238000012360 testing method Methods 0.000 claims abstract description 31
- 238000007599 discharging Methods 0.000 claims description 9
- 239000012530 fluid Substances 0.000 claims description 7
- 238000004364 calculation method Methods 0.000 claims description 6
- 230000000087 stabilizing effect Effects 0.000 claims description 4
- 238000013480 data collection Methods 0.000 claims description 2
- 230000000813 microbial effect Effects 0.000 abstract description 3
- ZAMOUSCENKQFHK-UHFFFAOYSA-N Chlorine atom Chemical compound [Cl] ZAMOUSCENKQFHK-UHFFFAOYSA-N 0.000 abstract description 2
- 229910052801 chlorine Inorganic materials 0.000 abstract description 2
- 239000000460 chlorine Substances 0.000 abstract description 2
- 125000001309 chloro group Chemical group Cl* 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 230000033228 biological regulation Effects 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000011156 evaluation Methods 0.000 description 1
- 244000005700 microbiome Species 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03B—INSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
- E03B1/00—Methods or layout of installations for water supply
- E03B1/02—Methods or layout of installations for water supply for public or like main supply for industrial use
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03B—INSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
- E03B11/00—Arrangements or adaptations of tanks for water supply
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03B—INSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
- E03B7/00—Water main or service pipe systems
- E03B7/07—Arrangement of devices, e.g. filters, flow controls, measuring devices, siphons or valves, in the pipe systems
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06Q—INFORMATION AND COMMUNICATION TECHNOLOGY [ICT] SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES; SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES, NOT OTHERWISE PROVIDED FOR
- G06Q50/00—Information and communication technology [ICT] specially adapted for implementation of business processes of specific business sectors, e.g. utilities or tourism
- G06Q50/06—Energy or water supply
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/152—Water filtration
Landscapes
- Engineering & Computer Science (AREA)
- Health & Medical Sciences (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Business, Economics & Management (AREA)
- Hydrology & Water Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- Economics (AREA)
- Strategic Management (AREA)
- Primary Health Care (AREA)
- Marketing (AREA)
- Tourism & Hospitality (AREA)
- Physics & Mathematics (AREA)
- General Business, Economics & Management (AREA)
- General Physics & Mathematics (AREA)
- Theoretical Computer Science (AREA)
- Structural Engineering (AREA)
- Human Resources & Organizations (AREA)
- General Health & Medical Sciences (AREA)
- Control Of Non-Electrical Variables (AREA)
- Flow Control (AREA)
Abstract
The invention discloses a kind of secondary water-supply neighbours living occupancy rate intelligent determination method, liquid level gauge is installed additional on the water tank of secondary water-supply equipment, a high level setting value and a low liquid level setting value are set in water tank, in interior several different testing time sections that determine on the same day, the gathered data in section of each testing time, the data include the time needed for water drops to low liquid level setting value from high level setting value in liquid level and water tank in water tank；Data according to collecting are calculated in testing time section inner water tank water flow size；The average water flow of several different testing time sections is calculated again；Further according to average water flow and then calculate neighbours living occupancy rate.Using the present invention, the holdup time of clear water in water tank can be greatly reduced, it is ensured that the contents of residual chlorine of clear water in water tank, prevent microbial growth, prevent from causing the secondary pollution of water quality.
Description
Technical field
The present invention relates to secondary water-supply technical field.
Background technology
Secondary water-supply complete set of equipments, to ensure domestic consumption and continuously uninterruptedly supplying water, can all set supporting water in design
Case, the capacity of water tank all can design comparison it is big.Under equipment normal operation, the renewal time of water is longer, pipe network running water
After the middle chlorine residue that can suppress microbial reproduction runs out of, the microorganism amount reproduction in water is caused, so as to cause the secondary of water quality
Pollution.
The basic reason for causing this situation to occur, be because water tank volume is big and water consumption is few, the hydropexis time is long, causes
Residual chlorine concentration declines.Current Domestic cistern water supply, it is only simple Liquid level mode to enter water management, i.e., water level is arrived in water tank
Up to lower bound position, inlet pipeline water inlet, when water level reaches high spacing in water tank, stops water inlet.And two are installing sometimes for equipment
At the beginning of use, place cell occupancy rate is relatively low, such as uses above-mentioned control model, it is easy to cause what clear water in water tank was detained to ask
Topic.
The content of the invention
The technical problems to be solved by the invention are to provide a kind of secondary water-supply neighbours living occupancy rate intelligent decision side
Method, it can be solved because of secondary water-supply equipment in the process of running, because cell occupancy rate is low, water consumption is small, water inlet control mode letter
The water tank clear water retention problems singly caused.
The technical scheme is that：A kind of secondary water-supply neighbours living occupancy rate intelligent determination method, in secondary water-supply
Liquid level gauge is installed additional on the water tank of equipment, a high level setting value and a low liquid level setting value is set in water tank, same
Several different testing time sections are determined in it, the gathered data in section of each testing time, the data are included in water tank
Time needed for water drops to low liquid level setting value from high level setting value in liquid level and water tank；Calculated according to the data collected
Draw in testing time section inner water tank water flow size；Calculate several different testing time sections again averages out current
Amount；According to average water flow and then calculate neighbours living occupancy rate.
Three different testing time sections are determined interior on the same day；The calculating of water tank water flow and average water flow is public
Formula is as follows：
Wherein：Q1、Q2、Q3The water tank water flow of three different testing time sections is represented respectively；
T represents test water consumption, and X is high level setting value, and Y is low liquid level setting value, and V represents water tank volume, and H represents water tank most
High watermark value；
t1、t2、t3 Represent in three different testing time section inner water tanks that water drops to low liquid level from high level setting value respectively to set
Time needed for definite value；
Represent the average water flow of three different testing time sections.
Neighbours living occupancy rate calculation formula is as follows：
（1）：Move in the calculating of amount amount：
（2）：Neighbours living occupancy rate is calculated
R=P/N
Wherein：P represents to move in amount amount,The horizontal average of each household is represented, R represents neighbours living occupancy rate, and N represents cell
Total number of users.
The secondary water-supply equipment also includes control system；By control system in monthly automatic data collection on the 1st, daily
Carry out three collections；Interior testing time Duan Weisan on the same day, be arranged in respectively monthly 1 day 6:30~8：00,11：30~
13：00,17：30~19：00.
It is preset in the controls to be used to calculate the mathematical modeling needed for neighbours living occupancy rate, by control system
Mathematical modeling calculates neighbours living occupancy rate；According to the neighbours living occupancy rate calculated, control system passes through liquid level
Meter control water tank water intake amount size, makes water tank water intake amount match with neighbours living occupancy rate.
Water inlet height of the control system according to needed for being determined neighbours living occupancy rate, so as to control water tank water intake amount, makes water
Case inner storing water amount matches with cell occupancy rate；
As 10 >=R>When 0, setting water inlet height is L1
As 30 >=R>When 10, setting water inlet height is L2
As 70 >=R>When 30, setting water inlet height is L3
As 100 >=R>When 70, setting water inlet height is L4
Wherein, L1For 1/5H, L2For 2/5H, L3For 3/5H, L4For 4/5H.
The flow of gathered data includes in section of each testing time：
A, the preparation for performing gathered data；
B, collection current level data, water tank start water inlet；
C, when liquid level reaches high level setting value in water tank, recorded liquid level data, closed water tank water intake, started constant pressure and supply
Water program, while timing starts；
D, when in water tank liquid level reach low liquid level setting value when, recorded liquid level data, recorded liquid level from high level setting value
Drop to the time used in low liquid level setting value；
E, data acquisition.
The secondary water-supply neighbours living occupancy rate intelligent determination method comprises the following steps：
1. the step of installing liquid level gauge additional on water tank；
2. the step of gathered data；
3. water flow is calculated, the step of judging neighbours living occupancy rate；
4. inflow is controlled, makes the step of inflow matches with neighbours living occupancy rate.
The secondary water-supply equipment includes water tank, water inlet pipe, discharging device, blowdown apparatus, PLC, frequency converter, peace
The fluid level transmitter of liquid level gauge and connection liquid level gauge in water tank；Discharging device includes outlet pipe, gate valve, butterfly valve one, water
Pump, butterfly valve two, check-valves, electro connecting pressure gauge, pressure transmitter and voltage stabilizing pressure balancer；The water inlet pipe, discharging device, row
Dirty device is all connected with water tank；Water pump and pressure transmitter connect frequency converter, the fluid level transmitter, electric contact by signal wire
Pressure gauge, frequency converter are connected by signal wire and are provided with control system in PLC, PLC, in control system
In preset calculate neighbours living occupancy rate needed for mathematical modeling.
Using the present invention, the holdup time of clear water in water tank can be greatly reduced, it is ensured that the chlorine residue of clear water contains in water tank
Amount, prevents microbial growth, prevents from causing the secondary pollution of water quality.So as to solve because of secondary water-supply equipment in the process of running,
Because cell occupancy rate is low, water consumption is small, water inlet control mode it is simple and caused by water tank clear water retention problems.
Brief description of the drawings
Fig. 1 is the secondary water-supply equipment schematic in the embodiment of the present invention；
Fig. 2 is the flow chart of gathered data in the embodiment of the present invention；
In figure：1- water tanks, 2- fluid level transmitters, 3- water inlet pipes, 4- butterfly valves one, 5- water pumps, 6- butterfly valves two, 7- check-valves, 8- electricity
Contact pressure table, 9-PLC controllers, 10- frequency converters, 11- pressure transmitters, 12- voltage stabilizing pressure balancers, 13- signal wires, 14-
Outlet pipe, 15- gate valves, 16- blowoff valves.
Embodiment
Refer to Fig. 1, secondary water-supply equipment include water tank 1, water inlet pipe 3, discharging device, blowdown apparatus, PLC 9,
Frequency converter 10, the liquid level gauge in water tank and the fluid level transmitter 2 for connecting liquid level gauge.Discharging device include outlet pipe 14,
Gate valve 15, butterfly valve 1, water pump 5, butterfly valve 26, check-valves 7, electro connecting pressure gauge 8, pressure transmitter 11 and voltage stabilizing pressure balancer
12.Blowdown apparatus includes blowoff valve 16.Water inlet pipe, discharging device, blowdown apparatus are all connected with water tank；Water pump and pressure transmitter are equal
Frequency converter is connected by signal wire.Fluid level transmitter, electro connecting pressure gauge, frequency converter connect PLC controls by signal wire 13
Control system is installed in device, PLC.Water inlet pipe connects and is provided with water intaking valve on city planting ductwork, water inlet pipe.
Neighbours living occupancy rate evaluation algorithm：Install liquid level gauge additional on water tank, control system is in the data acquisition test time
In section, circulation repeatedly records liquid level in water tank, draws the water flow size in testing time section water tank, and pass through control system
In mathematical modeling calculate current neighbours living occupancy rate situation.Control system is judged after occupancy rate, can pass through liquid again
Position meter control inflow size, makes inflow match with now neighbours living occupancy rate.Algorithm above, apparatus control system is fixed
Phase is carried out.
Secondary water-supply neighbours living occupancy rate intelligent determination method comprises the following steps：
1st, water tank installs liquid level gauge additional；
2nd, liquid level in the system acquisition cycle；A cycle can be a month interior three different testing times section on the same day；
3rd, water flow is calculated, community user occupancy rate is judged；
4th, inflow is controlled, is allowed to match with occupancy rate.
Fig. 2 is refer to, the flow of gathered data includes in section of each testing time：
A, the preparation for performing gathered data；
B, collection current level data, water tank start water inlet；
Liquid level data and judge whether liquid level reaches high level setting value in water tank in C, control system record water tank（Setting is high
Value）；When liquid level does not reach high level setting value in water tank, water tank continues to intake；When liquid level reaches high level setting in water tank
During value, liquid level data has been recorded, water tank water intake is closed, has started constant pressure water supply program, while timing starts；
Liquid level data and judge whether liquid level reaches low liquid level setting value in water tank in D, control system record water tank（Setting is low
Value）；When liquid level does not reach low liquid level setting value in water tank, constant pressure water supply program continues, and water tank water intake continues to close；Work as water tank
When interior liquid level reaches low liquid level setting value, liquid level data is recorded, liquid level has been recorded and has dropped to low liquid level from high level setting value
Time used in setting value；
E, data acquisition.
Monthly system on the 1st is carried out data above capture program automatically, and 3 collections are carried out respectively, and testing time section is arranged in
6:30~8：00,11：30~13：00,17：30~19：00；Acquisition time is respectively t1、t2、t3。
Circular is as follows：
1st, factor is calculated
Water tank volume V（m3）
Water tank peak level value H（m）：Storable peak level in water tank
High level setting value（Set high level）X（m）
Low liquid level setting value（Set low value）Y（m）
Test water consumption T=（X-Y）/H *V (m³)
The calculation formula is meant that：First ratio will be calculated with water height divided by tank height, then the ratio is multiplied by water tank
Capacity draws water consumption T (m3).
T the time required to liquid level declines from X → Y1、t2、t3 （h）
The horizontal average of each household=0.002 (m3/h),For known constant
Community user sum N where equipment（Family）
2nd, calculation process
（1）Water flow Q1、Q2、Q3Calculate
Q1= T/t1(m³/h)
Q2= T/t2(m³/h)
Q3= T/t3(m³/h)
Average water flow
=( Q1+ Q2+Q3)/3(m³/h)
（2）Cell occupancy rate judges
Move in the calculating of amount amount
(family)
Occupancy rate is calculated
R=P/N（%）
3rd, neighbours living occupancy rate interval judgement and corresponding water inlet height are set
As 10 >=R>When 0, setting water inlet height L1
As 30 >=R>When 10, setting water inlet height L2
As 70 >=R>When 30, setting water inlet height L3
As 100 >=R>When 70, setting water inlet height L4
L1For 1/5H, L2For 2/5H, L3For 3/5H, L4For 4/5H.It is high that the i.e. required water inlet of water inlet height completes liquid level in rear water box
Degree.
The regulation water inlet of secondary water-supply device intelligence：After the completion of the of that month just secondary above-mentioned intelligent decision algorithm of supply equipment, control
System processed is according to the water inlet height calculations drawn（L1、L2、 L3、 L4）, water tank water intake amount is controlled, so that being stored up in water tank
Water matches with neighbours living occupancy rate, it is to avoid occur clear water trapping phenomena in water tank.
The preferred embodiments of the present invention are the foregoing is only, are not intended to limit the invention, for the skill of this area
For art personnel, the present invention can have various modifications and variations.Within the spirit and principles of the invention, that is made any repaiies
Change, equivalent substitution, improvement etc., be all contained within protection scope of the present invention.
Claims (9)
1. a kind of secondary water-supply neighbours living occupancy rate intelligent determination method, it is characterized in that, on the water tank of secondary water-supply equipment
Install liquid level gauge additional, a high level setting value and a low liquid level setting value are set in water tank, it is some in interior determination on the same day
Individual different testing time section, the gathered data in section of each testing time, the data are included in water tank in liquid level and water tank
Water drop to low liquid level setting value from high level setting value needed for time；Data according to collecting are calculated in the test
Period inner water tank water flow size；The average water flow of several different testing time sections is calculated again；According to average
Water flow and then calculate neighbours living occupancy rate.
2. secondary water-supply neighbours living occupancy rate intelligent determination method according to claim 1, it is characterized in that, on the same day
It is interior to determine three different testing time sections；The calculation formula of water tank water flow and average water flow is as follows：
Wherein：Q1、Q2、Q3The water tank water flow of three different testing time sections is represented respectively；
T represents test water consumption, and X is high level setting value, and Y is low liquid level setting value, and V represents water tank volume, and H represents water tank
Peak level value；
t1、t2、t3 Represent that water drops to low liquid level setting from high level setting value in three different testing time section inner water tanks respectively
Time needed for value；
Represent the average water flow of three different testing time sections.
3. secondary water-supply neighbours living occupancy rate intelligent determination method according to claim 2, it is characterized in that, neighbours living
Occupancy rate calculation formula is as follows：
（1）：Move in the calculating of amount amount：
（2）：Neighbours living occupancy rate is calculated
R=P/N
Wherein：P represents to move in amount amount,The horizontal average of each household is represented, R represents neighbours living occupancy rate, and N represents that cell is used
Family sum.
4. secondary water-supply neighbours living occupancy rate intelligent determination method according to claim 1, it is characterized in that, it is described secondary
Supply equipment also includes control system；By control system in monthly automatic data collection on the 1st, three collections are carried out daily；Together
Intraday testing time Duan Weisan, be arranged in respectively monthly 1 day 6:30~8：00,11：30~13：00,17：30~
19：00.
5. secondary water-supply neighbours living occupancy rate intelligent determination method according to claim 3, it is characterized in that, it is described secondary
Supply equipment also includes control system；It is preset in the controls to be used to calculate the mathematical modeling needed for neighbours living occupancy rate,
Neighbours living occupancy rate is calculated by the mathematical modeling in control system；According to the neighbours living occupancy rate calculated,
Control system controls water tank water intake amount size by liquid level gauge, water tank water intake amount is matched with neighbours living occupancy rate.
6. secondary water-supply neighbours living occupancy rate intelligent determination method according to claim 5, it is characterized in that,
Water inlet height of the control system according to needed for being determined neighbours living occupancy rate, so as to control water tank water intake amount, makes in water tank
Moisture storage capacity matches with cell occupancy rate；
As 10 >=R>When 0, setting water inlet height is L1
As 30 >=R>When 10, setting water inlet height is L2
As 70 >=R>When 30, setting water inlet height is L3
As 100 >=R>When 70, setting water inlet height is L4
Wherein, L1For 1/5H, L2For 2/5H, L3For 3/5H, L4For 4/5H.
7. secondary water-supply neighbours living occupancy rate intelligent determination method according to claim 1, it is characterized in that, surveyed each
The flow of gathered data includes in the examination period：
A, the preparation for performing gathered data；
B, collection current level data, water tank start water inlet；
C, when liquid level reaches high level setting value in water tank, recorded liquid level data, closed water tank water intake, started constant pressure and supply
Water program, while timing starts；
D, when in water tank liquid level reach low liquid level setting value when, recorded liquid level data, recorded liquid level from high level setting value
Drop to the time used in low liquid level setting value；
E, data acquisition.
8. secondary water-supply neighbours living occupancy rate intelligent determination method according to claim 1, it is characterized in that, including it is as follows
Step：
1. the step of installing liquid level gauge additional on water tank；
2. the step of gathered data；
3. water flow is calculated, the step of judging neighbours living occupancy rate；
4. inflow is controlled, makes the step of inflow matches with neighbours living occupancy rate.
9. secondary water-supply neighbours living occupancy rate intelligent determination method according to claim 1, it is characterized in that, it is described secondary
Supply equipment includes water tank, water inlet pipe, discharging device, blowdown apparatus, PLC, frequency converter, the liquid level in water tank
The fluid level transmitter of meter and connection liquid level gauge；Discharging device include outlet pipe, gate valve, butterfly valve one, water pump, butterfly valve two, check-valves,
Electro connecting pressure gauge, pressure transmitter and voltage stabilizing pressure balancer；The water inlet pipe, discharging device, blowdown apparatus are all connected with water tank；
Water pump and pressure transmitter connect frequency converter by signal wire, and the fluid level transmitter, electro connecting pressure gauge, frequency converter lead to
Cross in signal wire connection PLC, PLC and control system is installed, calculating cell is preset in the controls and is lived
Mathematical modeling needed for the occupancy rate of family.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710224512.XA CN106968291B (en) | 2017-04-07 | 2017-04-07 | Method for preventing secondary pollution of water quality in secondary water supply water tank |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710224512.XA CN106968291B (en) | 2017-04-07 | 2017-04-07 | Method for preventing secondary pollution of water quality in secondary water supply water tank |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106968291A true CN106968291A (en) | 2017-07-21 |
| CN106968291B CN106968291B (en) | 2020-04-17 |
Family
ID=59336585
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710224512.XA Active CN106968291B (en) | 2017-04-07 | 2017-04-07 | Method for preventing secondary pollution of water quality in secondary water supply water tank |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106968291B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112667953A (en) * | 2020-12-15 | 2021-04-16 | 重庆昕晟环保科技有限公司 | Combined water supply method for secondary water supply high-level water tank and low-level water tank |
| CN113309173A (en) * | 2021-05-26 | 2021-08-27 | 苏宝炜 | Water supply system optimization method and adjustment method for community water supply system |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN204098146U (en) * | 2014-07-31 | 2015-01-14 | 苏州工业园区清源华衍水务有限公司 | A kind of secondary water-supply water supply tank |
| CN204112415U (en) * | 2014-10-20 | 2015-01-21 | 湖北中天鸿源房地产开发有限责任公司 | In highrise building without negative pressure energy-saving supply equipment |
| KR101625929B1 (en) * | 2015-08-21 | 2016-05-31 | 최시환 | Apparatus for equally distributing and supplying water of a reservoir according to estimated water-consumption |
| CN105804162A (en) * | 2016-05-09 | 2016-07-27 | 东北电力大学 | Automatic control system preventing hydropexis deterioration of chamber water and method thereof |
| EP3064655A1 (en) * | 2013-10-28 | 2016-09-07 | Shandong Huateng Environmental Protection Automation Co. Ltd. | Train water supply apparatus and control method therefor |
-
2017
- 2017-04-07 CN CN201710224512.XA patent/CN106968291B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP3064655A1 (en) * | 2013-10-28 | 2016-09-07 | Shandong Huateng Environmental Protection Automation Co. Ltd. | Train water supply apparatus and control method therefor |
| CN204098146U (en) * | 2014-07-31 | 2015-01-14 | 苏州工业园区清源华衍水务有限公司 | A kind of secondary water-supply water supply tank |
| CN204112415U (en) * | 2014-10-20 | 2015-01-21 | 湖北中天鸿源房地产开发有限责任公司 | In highrise building without negative pressure energy-saving supply equipment |
| KR101625929B1 (en) * | 2015-08-21 | 2016-05-31 | 최시환 | Apparatus for equally distributing and supplying water of a reservoir according to estimated water-consumption |
| CN105804162A (en) * | 2016-05-09 | 2016-07-27 | 东北电力大学 | Automatic control system preventing hydropexis deterioration of chamber water and method thereof |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112667953A (en) * | 2020-12-15 | 2021-04-16 | 重庆昕晟环保科技有限公司 | Combined water supply method for secondary water supply high-level water tank and low-level water tank |
| CN112667953B (en) * | 2020-12-15 | 2023-07-07 | 重庆昕晟环保科技有限公司 | Combined water supply method for secondary water supply high-level water tank and low-level water tank |
| CN113309173A (en) * | 2021-05-26 | 2021-08-27 | 苏宝炜 | Water supply system optimization method and adjustment method for community water supply system |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106968291B (en) | 2020-04-17 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105155651B (en) | A kind of drainage by suction system and water discharge method | |
| CN110939178B (en) | Water age control system for secondary water supply equipment | |
| CN106968291A (en) | Secondary water-supply neighbours living occupancy rate intelligent determination method | |
| CN204438398U (en) | Integrate the environment electrical equipment of water purification humidification and purification of air | |
| CN105068567A (en) | Water supply network regulation and storage method based on water tank | |
| CN104632156B (en) | Cluster gas well dosing device and intelligent accumulated liquid diagnosis and calculation method | |
| CN115147028B (en) | Intelligent water management method, system, terminal and storage medium based on Internet of things | |
| JP2020514594A (en) | System to generate electricity using energy storage pipes of multiple high-rise buildings | |
| CN107120752B (en) | A kind of fresh air system of centralization and distributed hierarchical humidification | |
| WO2023040007A1 (en) | Total chlorine guarantee method and system for secondary water supply and storage device based on water age control | |
| CN202822844U (en) | Gas condensate liquid recovery device | |
| CN206645833U (en) | The household water filter of filter core need not be changed | |
| CN210891070U (en) | Automatic sewage discharging device | |
| CN204608874U (en) | A kind of huge tanks descaling sterilization device | |
| CN111155600A (en) | Water age control system for secondary water supply equipment | |
| CN206853424U (en) | It is air-dried purifier | |
| CN206609099U (en) | Infrared humidification device | |
| CN206668511U (en) | Air compression system automatic oil draining drainage arrangement | |
| CN111169875A (en) | Garbage bin ozone sterilization deodorization system | |
| CN206034606U (en) | Sewage discharging equipment | |
| CN108643318A (en) | Pipe gallery intelligence control system with sponge city function | |
| CN206113321U (en) | High -effect waste water reclamation hot water constant temperature supply system | |
| CN215412470U (en) | Air conditioner condensate water recovery unit | |
| CN206989310U (en) | A kind of heating pipe network end disturbance rejection spiral-flow type decontamination apparatus | |
| CN218027976U (en) | System for ensuring water quality of secondary water supply tank |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: Factory Building No. 7, No. 9 Zhongda Road, Tianyuan District, Zhuzhou City, Hunan Province, 2007 Patentee after: Hunan Fengyuan Smart Water Service Co.,Ltd. Address before: Factory Building No. 7, No. 9 Zhongda Road, Tianyuan District, Zhuzhou City, Hunan Province, 2007 Patentee before: HUNAN GUANGYUAN WATER SUPPLY EQUIPMENT TECHNOLOGY Co.,Ltd. |
|
| CP01 | Change in the name or title of a patent holder |