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67 results about "Runoff coefficient" patented technology

Method for estimating non-point source pollution load of northern plain farmland area based on rainmaking experiments

The invention provides a method for estimating the non-point source pollution load of a northern plain farmland area based on rainmaking experiments, and belongs to the field of agricultural non-point source pollution loading capacity estimation. The method mainly comprises the following steps: 1), field scale: carrying out rainmaking simulated experiments, monitoring rainfall capacity, rainfall duration and runoff coefficient, monitoring pollutants of collected runoff water, mastering surface runoff and pollutant output characteristics of a farmland in a research plot, confirming a localized output coefficient, and establishing localized non-point source output characteristic database; and 2), catchment scale: establishing a perfect output model database according to related data, and carrying out non-point source pollution load model estimation. The non-point source pollution loading capacity (including surface generation loading capacity, flowing into river loading capacity and entering into receiving water loading capacity) of the farmland area is calculated according to a formula; and the spatial distribution is analyzed. According to the method, accuracy for non-point source pollution load estimation of the farmland area can be improved, and decision support is provided for non-point source pollution identification and pollution control.
Owner:BEIJING NORMAL UNIVERSITY

Method for estimating nonpoint source pollution load of village adjacent to river

The invention relates to a method for estimating the nonpoint source pollution load of a village adjacent to a river. The method comprises the following steps: 1) basic information collection, in which average rainfalls R1, R2 and R3 of years of accumulation for light rain, moderate rain and heavy rain to rainstorm in a certain place, village area A and other basic situations are acquired; 2) field detection, in which, every runoff coefficient, runoff duration and runoff yield area of rainfall duration, rainfall capacity and rainfall runoff of an effective rainfall number are detected, and chemical oxygen demand, total nitrogen and total phosphorus of a collected water sample are detected; and 3) nonpoint source pollution load model estimation, in which, the annual pollution loads of chemical oxygen demand, total nitrogen and total phosphorus of nonpoint source pollutants of the village by the river are calculated by adopting a formula. The calculation method provided by the inventionhas more guidance significance, and is convenient to develop related control and management measures.
Owner:BEIJING NORMAL UNIVERSITY

Catchment area critical rainfall calculating method based on DEM

InactiveCN105760666AFree from human errorCalculation results are scientific and reasonableSpecial data processing applicationsInformaticsSoil scienceRegression analysis
The invention discloses a catchment area critical rainfall calculating method based on a DEM. The method comprises the steps that a waterlogging minimum point hmin of a catchment area is firstly acquired, an elevation value of the waterlogging minimum point is added to a maximum value delta h of the waterlogging depth to obtain a waterlogging elevation value of the catchment area, a height difference delta h obtained by subtracting the waterlogging elevation value from an original DEM diagram layer serves as a waterlogging depth value of each grid, the grid waterlogging depth delta h is added to the average drainage capability d of the catchment area to obtain the runoff volume q of the grid, and the runoff volume q of all the grids is accumulated to obtain the total sum of the runoff volume of the catchment area; the ratio of the total runoff volume to a runoff coefficient alpha serves as the total rainfall of the catchment area; the total rainfall is divided by the area of the whole catchment area to obtain the unit area rainfall, that is, the catchment area critical rainfall generated when the waterlogging depth is delta h. According to the method, personal errors generated when the waterlogging depth is manually collected for regression analysis in the past are omitted, so that a calculating result is more scientific and reasonable.
Owner:NANJING UNIV OF INFORMATION SCI & TECH

Low-impact development facility optimization configuration method based on sponge city construction

The invention discloses a low-impact development facility optimization configuration method based on sponge city construction. The method comprises steps that the return period, a runoff coefficient and the LID facility area proportion are selected, and the current situation, traditional development and the LID situation are respectively simulated to acquire the corresponding runoff coefficient and the flood peak flow; the LID facility area proportion, the runoff coefficient and the return period are sequentially changed, previous steps are repeated to acquire a series of data in different modes, and the annual runoff total control rate and the peak flow closeness are calculated; according to relevant parameters of a sponge city construction index, the LID area proportion is determined; the LID facility area proportion with the peak flow closeness closest to 1 is the best proportion. The method is advantaged in that optimal configuration for low-impact development facility is realized,in the sponge city construction process, the optimal low-impact development facility combination based on land conditions and index requirements is rapidly selected, the amount of labor for multipletrials is reduced, efficiency is improved, and enforcement and popularization of low-impact development construction are promoted.
Owner:黄玉珠 +1

Waterlogging-risk-evaluation-based low-rainwater-impact development planning method

The invention discloses a rainwater low-impact development planning method based on waterlogging risk assessment, which includes the following steps: S1: quickly assessing the waterlogging risk in the planning area; S2: according to the regional hydrological characteristics of the planning area, the nature of the underlying surface, and the available space , urban planning scheme, development intensity specification, and waterlogging risk determine the priority utility function equation of the planning area, determine the priority of low-impact development and deployment in the planning area, and then sort and judge the suitability of low-impact deployment; S3: According to the The low-impact development priority class divides the planning area into several unit blocks, and assigns the overall target of runoff coefficient control in the planning area to each of the unit blocks until the total runoff coefficient determined by the weighted calculation of each unit block satisfies the runoff coefficient control of the planning area. The overall goal; S4: Draw the spatial layout map of runoff coefficient control in the planning area to provide decision support for low-impact development planning.
Owner:GUANGDONG UNIV OF TECH

USRAMS-based optimization design method of rainwater pipe network

ActiveCN106650053AReliable Design ResultsSimple and fast to buildGeometric CADSpecial data processing applicationsKinematic waveRunoff coefficient
An USRAMS-based optimization design method of a rainwater pipe network belongs to the crossing field of drainage pipe line design and hydraulic models. Aiming at the imperfection of the rational formula method and the requirements of the new version Outdoor Drainage Specifications, the invention is based on rainwater pipe network design data to establish a USRAMS rainwater pipe network hydraulic model; kinematic wave is adopted for simulating calculation; pipe section overload is used as the verification standard according to the model results; the design scheme is optimized according to the model results so that the reliability of rainwater pipe network design is increased. The number of required parameters is less and the parameters are easy to obtain; the runoff coefficient and the water catchment time can be directly obtained; the process of establishing models is simple and quick; the model results are reliable; the applicability of the method is guaranteed; the method has operability; complicated programming is not required; steps can be finished by means of present software; the operation is simple and easy; the feasibility of the invention is guaranteed.
Owner:BEIJING UNIV OF TECH

Rainwater low impact development planning method and device

InactiveCN105184484ALayout Optimization and AdjustmentReflect the rationality of planningResourcesPlanning approachEngineering
The invention discloses a rainwater low impact development (LID) planning method and a rainwater LID planning device. The rainwater LID planning method comprises the steps of: acquiring annual rainwater runoff coefficients of plots in a planning area and a runoff peak value of the planning area; planning rainwater facilities as an impact factor of each plot into the plot; calculating annual rainwater runoff coefficients of the plots added with the rainwater facilities and a runoff peak value of the planning area; judging whether the annual rainwater runoff coefficients are within a first preset range, and judging whether the runoff peak value is within a second preset range, if so, optimizing layout of the rainwater facilities in the planning area by adopting a rainwater facility optimization algorithm, otherwise, adjusting layout of the rainwater facilities in the planning area by adopting a rainwater facility adjustment algorithm. The rainwater LID planning method and the rainwater LID planning device achieve the modeling of a planning scheme after adding the rainwater facilities, can be used for planning the rainwater facilities in the planning area, and can optimize and adjust the layout of the rainwater facilities in the planning area according to the runoff coefficients of the plots and the runoff peak value of the planning area.
Owner:SHANGHAI MUNICIPAL ENG DESIGN INST GRP

Reservoir scheduling early warning method based on meteorological numerical forecasting

ActiveCN110991688AImprove dispatching risk early warning capabilitiesReduce flood riskClimate change adaptationForecastingHydrometryDrainage basin
The invention discloses a reservoir scheduling early warning method based on meteorological numerical forecasting, which comprises the following steps: calculating the interceptable water storage capacity in a basin according to the acquired hydrological information of each hydropower station in the basin of a target reservoir, and correcting the early-stage influence rainfall Pa according to theinterceptable water storage capacity; determining a runoff coefficient rho according to the hydrological information and the meteorological information, calculating the capacity storage purified wateramount and the capacity storage precipitation amount of the reservoir based on the runoff coefficient rho, and carrying out capacity storage precipitation amount early warning; according to the hydrological information, the drainage basin information, the early-stage influence rainfall Pa, the runoff coefficient rho and the meteorological information, short-term period runoff prediction of the reservoir is conducted, and the medium-term and long-term end water level is calculated; and determining a flood prevention early warning level and a drought resistance early warning level according tothe hydrological information, the meteorological information and the end-of-period water level information, and performing reservoir scheduling. The reservoir scheduling early warning method has the advantages that the reservoir scheduling risk early warning capacity is improved, and life and property safety of reservoir dams and downstream people is ensured.
Owner:STATE GRID ZHEJIANG ELECTRIC POWER

Water surface rate value domain measuring and calculating method suitable for urban water ecological protection

The invention discloses a water surface rate value domain measuring and calculating method suitable for urban water ecological protection. The method comprises the following steps of measuring the DEMelevation data; defining a rainwater control subarea; acquiring the typical year day-by-day meteorological data, and establishing a rainfall model and an evaporation model; screening out the rainfallcourses which do not form runoff, and carrying out first rain reduction at the same time; determining a comprehensive runoff coefficient; calculating a permeability coefficient and infiltration amount; making an urban water system water circulation target; and constructing a water depth change model, and calculating the suitable urban water surface rate. According to the method, the urban water surface rate can be quickly and accurately calculated, the spatial attribute of the urban water surface rate value domain indexes is enhanced, and the reasonability of the urban water area layout is improved.
Owner:SOUTH CHINA UNIV OF TECH

A runoff calculation method for uncontrolled area based on spatially distributed runoff coefficients

The invention provides a runoff calculation method of an uncontrolled area based on a spatial distributed runoff coefficient, which is characterized in that the method comprises the following steps: 1. preparing data of the uncontrolled area, including topographic data, land use type data, rainfall data and measured runoff data of an upstream control area; And the corresponding raster data in thestudy area are obtained by embedding, cutting, projection conversion and spatial interpolation of terrain data, land use type data and rainfall data, in which the spatial resolution of the raster dataof terrain data, land use type data and rainfall data is the same; 2, constructing a runoff coefficient model based on spatial distribution, calculating runoff based on pixel level, determining runoff coefficients corresponding to each pixel in the uncontrolled area, calculating grid runoff of corresponding pixels according to the runoff coefficients of each pixel, and then accumulating the gridrunoff of all pixels in the uncontrolled area to obtain regional runoff; 3. validating the runoff coefficient model.
Owner:WUHAN UNIV

Rainwater design discharge calculation method in constant and non-uniform flow condition

The invention relates to the prevention and control technical field of urban water-logging and particularly relates to a method for calculating the rainwater design discharge based on a rational formula in the constant and non-uniform flow condition. According to the invention, based on known design conditions, such as the water-collecting area F of a drain pipe, the length dL of a pipe section, the roughness coefficient n, the comprehensive runoff coefficient Psi, the pertinent parameters of the design rainstorm intensity q, the ground water catchment time t1, the pipe bottom gradient j, the section downstream-end gross head Z lower limit, the upstream-end allowable gross head Z upper limit, the preliminarily proposed diameter D of the drain pipe and the like, the rainwater design discharge Qs, the upstream-end allowable gross head Z upper limit and the diameter D of the drain pipe can be quickly determined through the iterative flow velocity V method.
Owner:杜曲

Monitoring and early warning system for hidden discharge of industrial waste water

The invention discloses a monitoring and early warning system for hidden discharge of industrial waste water. The system comprises a flowmeter, a raindrop sensor, a rainfall analysis module, an automatic water sample collector and an alarm device; the system is arranged at a water outlet of a rainwater pipe net of an enterprise; the rainfall analysis module can analyze and calculate the total amount of rainwater runoff of a plant area in the raining process according to the total water catchment area, the runoff coefficient and average rainfall intensity of the plant area, the average rainfallduration, the rainwear collection amount at the primary stage and other parameters in a plant area range, can also analyze and compare the total amount of the rainwater runoff of the plant area withthe water flow of the flowmeter, and accordingly can judge whether or not the enterprise has hidden discharge behaviors. When hidden discharge behavior of the enterprise is monitored, the alarm deviceis automatically started, the automatic water sample collector is started to reserve and store samples of waste water which is hiddenly discharged, and following monitoring and analysis are facilitated. The water amount of the rainwater pipe net of the plant area of the enterprise is monitored, the hidden discharge behaviors of the enterprise are effectively prevented, the system has the advantages of being low in manufacturing cost, stable in performance, high in automation degree and the like, and the supervision force of the environmental supervision department to the stealing discharge behaviors of the enterprise can be effectively increased.
Owner:江苏环保产业技术研究院股份公司

Method for calculating volume of detention facility on basis of rainwater reuse rate

The invention relates to a method for calculating the volume of a detention facility on the basis of rainwater reuse rate. The method comprises the following steps of (1) determining a typical year daily rainfall condition of a research area; (2) determining a rainwater reuse rate and a comprehensive runoff coefficient of each area or land parcel; and (3) assuming a volume of a detention tank of aspecific single land parcel or area, putting the typical year daily rainfall value in and calculating the minimum detention tank volume which can meet the requirement of rainwater reuse rate day by day according to a water quantity balance equation; and calculating the minimum detention tank volumes of a plurality of land parcels or areas under the condition of meeting the rainwater reuse rate. The method has the advantages that on the basis of a data target value of the resource utilization rate of the rainwater in the research area, through continuously measuring rainfall data in one year,a reuse rate target value is taken as the minimum constraint boundary, and the volume of the reuse facility is the maximum constraint boundary, so that the minimum volume of the rainwater reuse facility is rapidly calculated in batches. The method can be provided for calculating the volume of the rainwater reuse facility in sponge city construction.
Owner:SHANGHAI MUNICIPAL ENG DESIGN INST GRP

Biological rain-collecting material assembling block and production method thereof

The invention provides a method for producing the biological assembly material for the rain collecting and maintaining and provides a half-finished product of biological crust which can be lied instantly and is facilitating for transportation and easy for mass production, which creats favourable conditions for the large-area spread and use. The said material concludes: the culture medium employing a kind of fibrous material, the surface soil lied on the culture medium with the coverage of lichens or moss which is used as the rain-collecting biological material. The invention is used for the repairing and constructing of the rain-collecting slope in the arid or half-arid area, which can increase the slope runoff coefficient and collecting efficient, and possesses the characteristics of durability, environmental protection, soil and water conservation, improvement of the soil physicochemical deseription and promoting the soil development, etc. The rain-collecting material possesses a great potential for usage.
Owner:INST OF GENETICS & DEVELOPMENTAL BIOLOGY CHINESE ACAD OF SCI

Method for determining low-influence development construction sequences of plots in sponge city construction

PendingCN108596462ALow impact use orderEffects of low-impact development and constructionResourcesHydrometrySoil science
The invention discloses a method for determining low-influence development construction sequences of plots in sponge city construction. According to the method, a hydrological sensitive index (Lambda)is put forward to determine a construction sequence of a low-influence development measure of each plot. The hydrological sensitive index indicates ability, easy to generate runoff, of the plot in awater collection area. If the value of (Lambda) is greater, the plot is easier to generate runoff, and priority of the low-influence development construction of the plot is more meaningful. In other words, if the area-perimeter ratio, gradient, waterproof area ratio, runoff width and runoff coefficient of the plot are greater, the soil saturated hydraulic conductivity and soil layer thickness aresmaller, and the effect of the plot after the low-influence development construction is more remarkably. Finally, practical conditions of plots are inspected by combining the site, and the sorting isscientifically adjusted by combining a practical operability principle and an economy principle of each low-influence development measure.
Owner:OCEAN UNIV OF CHINA

Method for determining optimal plant density of three-dimensional geonet pad ecological slope protection slope surface

The invention discloses a method for determining the optimal plant density of a three-dimensional geonet pad ecological slope protection slope surface, and relates to stability of the side slope or the slope. The method comprises: calculating the runoff depth, the minimum slope soil particle starting speed and the slope average runoff speed according to the runoff coefficient, the slope typical soil particle diameter, the slope roughness, the slope angle, the plant tillering coefficient, the leaf shape, the actual dry volume weight of soil, the stable dry volume weight after compaction, the film water parameter and the comprehensive binding power parameter; obtaining the total transverse row number of plants on the ecological grass planting slope surface according to the relationship between the average runoff speed of the slope surface and the minimum starting speed of slope soil particles; finally, determining the optimal plant density of the slope surface of the three-dimensional geonet pad ecological slope protection according to the total transverse row number of the plants. The defect that in the prior art, the optimal plant density of the slope surface cannot be accurately calculated in the construction process of the three-dimensional geonet pad ecological slope protection is overcome, a large number of surplus purchased grass seeds are prevented, and the engineering cost is greatly reduced.
Owner:HEBEI UNIV OF TECH

Portable test trough applied to field rainfall test and test method

PendingCN109444376AAddressing a single stereotypeSolve the problem that it is not easy to install and carryEarth material testingVegetationTerrain
The invention relates to a portable test trough applied to field rainfall test and a test method. The portable test trough applied to field rainfall test comprises a plurality of baffles and an end cap, wherein connecting plugs and fixing hole structures are separately arranged at the edges of the baffles and the end cap, stainless steel rods are inserted in fixing holes, thus, the baffles keep stable relatively, the baffles and the end cap also keep stable relatively, and a water outlet is formed in the bottom end of a trough body. The portable test trough applied to field rainfall test has the beneficial effects that test spaces in different sizes are formed in a surrounding manner by increasing and reducing the number of the baffles, therefore, various test regions in different sizes orshapes are formed, the shortcoming of form simplification of a traditional device is overcome, the problem of poor structural stability is further solved, the portable test trough has the advantagesof easiness in mounting, convenience in carrying and the like, and the portable test trough is combined to a rainfall simulator, not only can be used for analyzing influences of factors such as vegetation coverage, rainfall factors and terrain to soil erosion, but also can be used for measuring parameters such as different types of soil runoff coefficients, slope runoff volume, erosion and sediment yield and runoff producing critical rainfall threshold values.
Owner:DUNHUANG ACAD

Rainwater pipe network flow calculation method and system based on GIS underlying surface analysis

The invention relates to the technical field of urban rainwater pipe network planning, design and evaluation, in particular to a rainwater pipe network flow calculation method and system based on GISunderlying surface analysis, and the method comprises the steps: building a GIS generalization model of a rainwater pipe network system based on a database file related to an inspection well and a pipeline; preprocessing the GIS generalization model, and dividing a water catchment range for the inspection well to obtain sub-drainage areas; analyzing the underlying surface of the drainage area based on land properties of the land parcel, endowing the land parcel with different land properties with different runoff coefficients, and redividing the underlying surface of the drainage area by taking the polygon of the sub-drainage area as a boundary to obtain sub-underlying surfaces; and calculating the confluence of the pipeline based on the sub underlying surface polygon geometric area and the corresponding runoff coefficient. The diversity of the underlying surface in the drainage area is fully respected, the accuracy of rainwater pipe network catchment amount calculation is improved, and a feasible calculation method is provided for planning and designing work of the rainwater pipe network in China.
Owner:WUHAN MUNICIPAL ENG DESIGN & RES INST

Non-point source pollution migration capability estimation method based on water-permeable and water-impermeable pattern

The invention provides a non-point source pollution migration capability estimation method based on a water-permeable and water-impermeable pattern. The method comprises the following steps: S1, dividing an urban land parcel into development intensity land parcels of a first quantity type according to a water-impermeable surface area ratio; S2, dividing the urban land parcel into a second number of spatial pattern plots according to the spatial distribution of the permeable surface and the impermeable surface; s3, calculating retention coefficients of the plots of the first quantity type and the second quantity type; S4, calculating a comprehensive runoff coefficient to represent the average runoff production capacity of the catchment area of the urban land parcel; and S5, characterizing the migration capability of the surface runoff and the pollutants thereof by adopting the migration factor Ft. According to the method provided by the invention, the existing classification system is simplified, and the difficulty of estimating the urban non-point source pollution risk is reduced.
Owner:RES CENT FOR ECO ENVIRONMENTAL SCI THE CHINESE ACAD OF SCI

Urban waterlogging detection method and device

The embodiment of the invention provides an urban waterlogging detection method and device. The method comprises the following steps: acquiring a cloud layer position and rainfall of an overhead cloud layer of a target city; predicting wind condition information of the target city in a future target time period according to the current wind condition of the target city, wherein the wind condition information comprises the wind condition of each region of the target city; calculating a rainfall position according to the cloud layer position and the wind condition information; the runoff coefficient of each building area covered by the rainfall position is obtained, and the runoff coefficient is used for representing the drainage capacity of the corresponding building area; calculating the rainfall capacity of each building area covered by rainfall based on the rainfall capacity and the rainfall position; and determining whether waterlogging will occur in the building area according to the runoff coefficient of each building area and the rainfall of the corresponding building area. By predicting the rainfall capacity and the rainfall position of the cloud layer above the target city in advance, the rainfall capacity of each region in the target city can be accurately predicted, and the waterlogging detection accuracy of each region of the city is improved.
Owner:深圳市赑玄阁科技有限公司

Urban rainwater runoff regulation and control method based on LID measures

The invention discloses an urban rainwater runoff regulation and control method based on LID measures. The method comprises the steps that 1, a Lagrange interpolation method is used for obtaining a runoff coefficient before development; an LID control editing module in a rainstorm management model is utilized for obtaining the parameter value range of the LID measures; parameters of a surface layer, a pavement layer, a soil layer, a water storage layer and a closed conduit are adjusted according to design requirements; 2, sub-catchment areas are divided, a first-level catchment area with a main river as the center is formed, a second-level catchment area is divided according to a refined DEM graph, and a third-level catchment area is formed according to the distribution condition of drainage facility space; 3, hydrological process simulation is executed; and 4, hydraulic process simulation is executed.
Owner:TIANJIN UNIV

Urban runoff data processing method

The embodiment of the invention provides an urban runoff data processing method. The method comprises the following steps: determining a data set; wherein the data set at least comprises the followingparameters: basic attribute data of land utilization, basic attribute data of water quality, basic attribute data of weather, runoff coefficient parameters and basic attribute data of pollutant discharge; acquiring parameters and data in the determined data set; calculating and accounting the urban runoff pollutant discharge amount, and compiling an urban runoff discharge data set. According to the scheme, the urban runoff data processing method is provided, and water resource data can be subjected to refined analysis and processing.
Owner:BEIJING MUNICIPAL RES INST OF ENVIRONMENT PROTECTION

Urban rainstorm waterlogging fine simulation method

InactiveCN111985129AReduce the impact of disastersImprove Disaster Management LevelDesign optimisation/simulationSpecial data processing applicationsEngineeringHydrology
The invention discloses an urban rainstorm waterlogging fine simulation method, which comprises the following steps of calculating a rainstorm process line of a design surface in each time period according to rainstorm actual measurement data of a calculated region; extracting elevation points according to the requirements of flood analysis and calculation on the terrain, and checking and correcting the extracted elevation points; subjecting the construction pit and the piled soil in the urban construction site to depression filling and leveling treatment respectively; determining inner and outer boundaries of the calculated region; dividing the calculation area into grids, and carrying out property division on the land; determining the water pumping and draining capacity; determining a roughness factor, a runoff coefficient, a source, a confluence item, a dry and wet boundary in the model, and calculating time, a step length and an output parameter; and carrying out model validation.According to the method, the urban rainstorm waterlogging refined model is established, various factors influencing the rainstorm waterlogging in the urban area are comprehensively considered, the evolution process of the urban rainstorm waterlogging is analyzed and studied, the disaster management level of the government can be improved, and the disaster influence of the urban rainstorm waterlogging is reduced to the maximum extent.
Owner:TIANJIN UNIV

Waterlogging storage water surface rate partition processing method based on urban waterlogging basic information

The invention discloses a waterlogging storage water surface rate partition processing method based on urban waterlogging basic information. The method comprises the steps that basic information suchas rainfall runoff coefficients, main duration rainfall statistical results and current water surface rates, input by a user, of a current region is acquired; obtaining a designed flood drainage flowaccording to the basic information and the rainfall flood process control information; obtaining a designed regulation and storage water depth according to the designed drainage flow and the basic information; obtaining a corresponding designed rainstorm duration according to the designed flood drainage flow or the designed regulation and storage water depth; designing rainstorm duration accordingto the designed flood drainage flow to obtain partition indexes; zoning threshold delimiting is conducted on the waterlogging storage water surface rate of the current region through zoning indexes,and a region division result is obtained; and outputing results of zone partition. According to the processing method, the calculation process can be simplified, the workload of multi-scenario adjustment is reduced, and the operability is high; and the design scheme of the urban flood drainage system can be optimized according to local conditions in combination with the partitioning result of theurban water surface rate.
Owner:NANCHANG INST OF TECH

Pipe network-river coupling model checking characteristic parameter calibration method

The invention provides a pipe network-river coupling model checking characteristic parameter calibration method. The method comprises the following steps of S1, regional selection on a large-watershedrainstorm intensity formula and a rainstorm recurrence period; S2, zoning selection of surface soil characteristics and runoff coefficients; S3, overflow coupling of a pavement side ditch and a pipeline; S4, a pipeline friction resistance and gradient and inspection well and regulation and storage facility feature processing technology; and S5, tidal riverway and pipe network system characteristics. The hydrological model parameter calibration method has the beneficial effects that rainfall characteristics, surface soil characteristics and runoff coefficients, road surface side ditch and pipeline overflow, pipeline friction resistance, gradient, inspection wells, regulation and storage facility characteristics and tidal riverway and pipe network system characteristics under the large watershed zoning condition are comprehensively considered, and the parameter calibration precision of the hydrological model is improved.
Owner:SHENZHEN TONGRUI ENVIRONMENTAL PROTECTION WATER SYST ENG

A Method for Estimating Non-point Source Pollution Load in Farmland Areas of Northern Plains Based on Artificial Rainfall Experiment

The invention provides a method for estimating the non-point source pollution load of a northern plain farmland area based on rainmaking experiments, and belongs to the field of agricultural non-point source pollution loading capacity estimation. The method mainly comprises the following steps: 1), field scale: carrying out rainmaking simulated experiments, monitoring rainfall capacity, rainfall duration and runoff coefficient, monitoring pollutants of collected runoff water, mastering surface runoff and pollutant output characteristics of a farmland in a research plot, confirming a localized output coefficient, and establishing localized non-point source output characteristic database; and 2), catchment scale: establishing a perfect output model database according to related data, and carrying out non-point source pollution load model estimation. The non-point source pollution loading capacity (including surface generation loading capacity, flowing into river loading capacity and entering into receiving water loading capacity) of the farmland area is calculated according to a formula; and the spatial distribution is analyzed. According to the method, accuracy for non-point source pollution load estimation of the farmland area can be improved, and decision support is provided for non-point source pollution identification and pollution control.
Owner:BEIJING NORMAL UNIVERSITY

Sidewalk system

The invention discloses a sidewalk system, which comprises a main stem and a sidewalk along the main stem; one side of the main stem closing to the sidewalk is provided with gutter inlets at intervals along the length direction of the main stem. The sidewalk system is characterized in that the water-collecting well for collecting rainwater of the sidewalk are buried on the sidewalk, the water-collecting well are corresponding to the gutter inlets one by one; the upper ends of the water-collecting wells are provided with overflow pipes connected into the gutter inlets. The sidewalk system has the advantages of possessing the rainwater collecting function, reducing rainwater runoff coefficient, relieving the pressure of an urban draining system, improving the rainwater repeating utilization factor, saving water resource, and the like.
Owner:CHINA METALLURGICAL CONSTR ENG GRP

Simulation method for researching biological crusts in water and soil loss situation of karst rocky desertification area

The invention discloses a simulation method for researching biological crusts in the water and soil loss situation of a karst rocky desertification area, and belongs to the technical field of environmental research. The simulation method comprises the following steps: S1, artificially cultivating moss crusts to prepare soil samples in a target area; S2, stacking the soil samples at least twice tobe put into simulation boxes; S3, taking one simulation box as a blank control group, and transplanting moss crusts on the upper top surfaces of the soil samples in the remaining simulation boxes; S4,simulating natural rainfall conditions, and carrying out alternate artificial rainfalls on the simulation boxes; and respectively collecting a runoff mud-water mixture on the surface layers of the soil samples and a bottom runoff mud-water mixture in the simulation boxes in a single rainfall process; S5, separating the mud-water mixtures, and weighing and recording the mud-water mixtures; and S6,calculating a runoff coefficient, a sediment yield specific gravity and a sediment transport modulus. The simulation method solves the problem of lack of research means for influence of biological crusts on water and soil loss in the karst rocky desertification areas at present.
Owner:GUIZHOU NORMAL UNIVERSITY

Impervious earth surface space layout rapid optimization method for urban rainstorm waterlogging prevention and control

The invention discloses an impervious earth surface spatial layout rapid optimization method for urban rainstorm waterlogging prevention and control. The method comprises the steps that S1, a conceptmapping relation between an impervious earth surface spatial layout optimization problem and a multivariate linear programming problem for rainstorm waterlogging prevention and control is established;s2, constructing a linear objective function, and converting the objective function with the minimized runoff coefficient into a most direct linear programming objective function through a linear relationship; s3, setting a linear constraint condition; and S4, calculating an optimization result, sequentially setting constraint conditions corresponding to the runoff cells, carrying out loop iteration to carry out linear programming solution, and substituting the solved optimal impermeable surface into the SCS-CN model to carry out result evaluation. According to the method, the total impervious surface area constraint is added into the multivariate linear programming constraint condition, strict limitation of the total impervious surface area is achieved, the consistency of urban impervious representative areas before and after space optimization is guaranteed, and the influence of the impervious surface on rainstorm waterlogging is reduced from the perspective of space layout optimization.
Owner:SOUTH CHINA NORMAL UNIVERSITY
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