CN108509716A - A method of water is calculated by section water level - Google Patents

A method of water is calculated by section water level Download PDF

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Publication number
CN108509716A
CN108509716A CN201810274828.4A CN201810274828A CN108509716A CN 108509716 A CN108509716 A CN 108509716A CN 201810274828 A CN201810274828 A CN 201810274828A CN 108509716 A CN108509716 A CN 108509716A
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CN
China
Prior art keywords
section
water
water level
river
discharge area
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.)
Pending
Application number
CN201810274828.4A
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Chinese (zh)
Inventor
黄敏
赵帅
陈星星
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Zhejiang Water Information Technology Co Ltd
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Zhejiang Water Information Technology Co Ltd
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 Zhejiang Water Information Technology Co Ltd filed Critical Zhejiang Water Information Technology Co Ltd
Priority to CN201810274828.4A priority Critical patent/CN108509716A/en
Publication of CN108509716A publication Critical patent/CN108509716A/en
Pending legal-status Critical Current

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    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F30/00Computer-aided design [CAD]
    • G06F30/20Design optimisation, verification or simulation

Abstract

The present invention relates to a kind of methods calculating water by section water level, acquire river underlying parameter information, river is divided into section, monitoring device is installed, receive the monitoring data of monitoring device transmission, the section discharge area in current slot is calculated using the methods of model, river water is obtained by the section discharge area in current slot, and store to database.A kind of method that water is calculated by section water level proposed by the present invention, it more can accurately measure the parameters such as the water level of each section, timely it is transferred to database, carry out analyzing processing, more it is accurately obtained water data, ensure to provide reliable data for the certainly person of arranging, takes effective control measures.

Description

A method of water is calculated by section water level
Technical field
The present invention relates to flood control is information-based and base takes precautions against natural calamities application field, especially a kind of section water level that passes through calculates water Method.
Background technology
With the gradually implementation of river length system throughout the country, each area is all in this behave of active response, to perfect The system innovation for the system, guarantee national water safety of harnessing the river, river obviously has become the emphasis of concern.In order to contribute to river pipe The management of reason protection law enfrocement official, various regions have all put into manpower and materials to acquire the water data in river, have been analyzed, take and arrange Apply management.At present various regions be all by the way of fairly simple, by the water level put individually of upstream and downstream and with channel length come Estimate the water flow in the river.Existing mode is periodically counted by simple instrument artificial or that distribution is very sparse According to estimation or rough calculation river water, coverage area is narrow, and accuracy is poor, and data transmission is not prompt enough.
Invention content
The purpose of the present invention is to provide a kind of methods calculating water by section water level, are deposited in the prior art with overcoming Defect.
To achieve the above object, the technical scheme is that:A method of water is calculated by section water level, according to Following steps are realized:
Step S1:Acquire river underlying parameter information;
Step S2:River is divided into section, water level monitoring equipment is installed;
Step S3:Receive the water level monitoring data of monitoring device transmission;
Step S4:The section discharge area in current slot is obtained by one preset water level-section discharge area model;
Step S5:River water is obtained by the section discharge area in current slot, and is stored to database.
In an embodiment of the present invention, in the step S1, by local water conservancy bureau and the acquired this city of research The essential information in interior all rivers, including:Title, coding, administrative division, length and longitude and latitude.
In an embodiment of the present invention, in the step S2, according to the longitude and latitude of individual channels and topography information, Every river is divided into several sections;In the case of preset length, the difference in height between two sections of each section is less than The section of predetermined threshold value is as section to be monitored.
In an embodiment of the present invention, in the step S3, two sections to be detected being arranged in each section Water-level gauge equipment is installed, collected water level monitoring data are sent to database server by water-level gauge equipment in real time by interface In, water level monitoring data are saved in database server by database server by parsing channel number come verify data.
In an embodiment of the present invention, in the step S4, according to the collected detection data of the monitoring device, packet It includes:Water level value, basic elevation, profile height be poor, section configuration and cross dimensions obtain respectively using timestamp as unique mark The section discharge area of a section to be monitored and ga ge relation curve, establish the preset water level-section discharge area model;Again According to acquired current level monitoring data, the section discharge area in corresponding section current slot to be monitored is obtained.
In an embodiment of the present invention, in the step S5, water is crossed according to the section of two sections to be detected in section Area addition divided by two, multiplied by with the section length, obtains section water;The section water in every river is added to have obtained whole River water of a river in current slot, the river water of individual channels is saved in database.
Compared to the prior art, the invention has the advantages that:One kind provided by the invention passes through section water-level gauge The method for calculating water, the various parameters of automatic receiving instrument transmission, calculates institute in the region by model service in real time The water amount information for having river, by way of specific simple science come batch calculate river water.Effectively obtain the ground in real time The water of the water amount information in all rivers and each section in area keeps the water in each region in river very clear, pole The earth facilitates the management of river management protection law enfrocement official.
Description of the drawings
Fig. 1 is the flow chart for the method for calculating water in the present invention by section water level.
Specific implementation mode
Below in conjunction with the accompanying drawings, technical scheme of the present invention is specifically described.
The present invention provides a kind of method calculating water by section water level, as shown in Figure 1, including the following steps:
Step S1:Acquire river underlying parameter information.Pass through all rivers into local water conservancy bureau and the acquired this city of research Essential information, including title, coding, administrative division, length, longitude and latitude etc..
Step S2:Scientific and reasonable is divided into river section, installs water level monitoring equipment.According to the longitude and latitude of individual channels Every river, is divided into several sections, in the case where ensureing certain length, makes the two of each section by degree and topography information Difference in height between a section is small as far as possible, and for the water level value difference that such monitoring of equipment arrives with regard to small, finally obtained data are accurate True rate is high.
Step S3:Receive the water level monitoring data of monitoring device transmission.Two sections to be detected in each section Collected water level monitoring data are sent in database server by equipment, the equipment such as installation water-level gauge in real time by interface, Final water level monitoring data, by parsing channel number come verify data, are saved in number by database server through corresponding program According in the server of library.
Step S4:Section discharge area is calculated using preset water level-section discharge area model.Pass through water level monitoring equipment Collected water level value, basic elevation, profile height is poor, section configuration, cross dimensions, using timestamp as unique mark, obtains The section discharge area of each section to be monitored and ga ge relation curve, establish preset water level-section discharge area model;Root again According to acquired current level monitoring data, the section discharge area in corresponding section current slot to be monitored is obtained.In advance If water level-section discharge area model is calculated by data such as each section history water level value, section configuration, cross dimensions The discharge area of each period cross sections, each water level value of section all correspond to a current section flow surface product value. According to the water level of above-mentioned formation and section discharge area relation curve, judge that current level is in the position of the curve, to To actual section discharge area.
Step S5:River water is obtained to database by section discharge area.It is to be detected disconnected according to some section two The section discharge area addition in face divided by two, multiplied by with the section length, obtains section water.Then by the section in every river Water addition has just obtained the water of entire river at some time point.The water amount information of individual channels is saved in database In.
The above are preferred embodiments of the present invention, all any changes made according to the technical solution of the present invention, and generated function is made When with range without departing from technical solution of the present invention, all belong to the scope of protection of the present invention.

Claims (6)

1. a kind of method calculating water by section water level, which is characterized in that realize in accordance with the following steps:
Step S1:Acquire river underlying parameter information;
Step S2:River is divided into section, water level monitoring equipment is installed;
Step S3:Receive the water level monitoring data of monitoring device transmission;
Step S4:The section discharge area in current slot is obtained by one preset water level-section discharge area model;
Step S5:River water is obtained by the section discharge area in current slot, and is stored to database.
2. a kind of method calculating water by section water level according to claim 1, which is characterized in that in the step In S1, by the essential information in all rivers into local water conservancy bureau and the acquired this city of research, including:Title, coding, row Administrative division stroke, length and longitude and latitude.
3. a kind of method calculating water by section water level according to claim 1, which is characterized in that in the step In S2, according to the longitude and latitude of individual channels and topography information, every river is divided into several sections;The preset length the case where Under, the difference in height between two sections of each section is less than the section of predetermined threshold value as section to be monitored.
4. a kind of method calculating water by section water level according to claim 3, which is characterized in that in the step In S3, be arranged in each section two sections installation water-level gauge equipment to be detected, water-level gauge equipment is by collected water Position monitoring data are sent in database server in real time by interface, and database server verifies number by parsing channel number According to, and water level monitoring data are saved in database server.
5. a kind of method calculating water by section water level according to claim 1, which is characterized in that in the step In S4, according to the collected detection data of water level monitoring equipment, including:Water level value, basic elevation, profile height are poor, disconnected Face shape and cross dimensions obtain section discharge area and the water level of each section to be monitored using timestamp as unique mark Relation curve establishes the preset water level-section discharge area model;Further according to acquired current level monitoring data, obtain To the section discharge area in corresponding section current slot to be monitored.
6. a kind of method calculating water by section water level according to claim 1, which is characterized in that in the step In S5, according to the section discharge area addition divided by two of two sections to be detected in section, multiplied by with the section length, river is obtained Duan Shuiliang;The section water in every river is added to have obtained river water of the entire river in current slot, it will be each The river water in river is saved in database.
CN201810274828.4A 2018-03-30 2018-03-30 A method of water is calculated by section water level Pending CN108509716A (en)

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Application Number Priority Date Filing Date Title
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CN108509716A true CN108509716A (en) 2018-09-07

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* Cited by examiner, † Cited by third party
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CN109582832A (en) * 2018-12-03 2019-04-05 北京唐冠天朗科技开发有限公司 A kind of municipal public safety intelligent analysis method and system
CN111121909A (en) * 2019-12-31 2020-05-08 长江工程监理咨询有限公司(湖北) Method, device and system for determining section water level and electronic equipment

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109582832A (en) * 2018-12-03 2019-04-05 北京唐冠天朗科技开发有限公司 A kind of municipal public safety intelligent analysis method and system
CN111121909A (en) * 2019-12-31 2020-05-08 长江工程监理咨询有限公司(湖北) Method, device and system for determining section water level and electronic equipment

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Application publication date: 20180907

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