217 results about "Subsurface flow" patented technology

The invention provides a mine water disaster monitoring and early warning method and system based on multi-source heterogeneous data fusion, and the method comprises the steps: collecting multi-source data of a mining area, carrying out the time-space alignment of the multi-source data, and generating a data set, the multi-source data comprising remote sensing data; preprocessing the data, inputting the preprocessed data into a multi-modal fusion network, and extracting surface water body distribution, lithologic permeability, underground water level and structural fracture characteristics to obtain a three-dimensional hydrogeological static model; the hydrological numerical model based on physical driving is coupled with the static model, and the dynamic model is used for simulating the dynamic change of an underground water flow field and a pollutant diffusion path; based on the dynamic model updated in real time, multi-target collaborative evaluation is carried out to evaluate the mining area water resource, ecological and social collaborative effect; and calling an unmanned aerial vehicle to inspect a leakage position or a settlement position in the hydrogeological risk map based on a multi-target collaborative evaluation result. According to the method, the prediction accuracy is improved through the multi-source data.

The embodiment of the invention provides a BIM-GIS three-dimensional twin geological modeling method and system based on cognitive enhancement. The method is applied to the technical field of geological modeling, and comprises the following steps: acquiring different data sources to carry out geological data acquisition, and carrying out preprocessing to obtain preprocessed geological data; converting the geologic body into a voxel three-dimensional model according to the preprocessed geologic data; performing multi-level optimization processing on the voxel three-dimensional model, constructing an optimized model, and performing three-dimensional display; and performing mineral resource space distribution prediction according to the voxel three-dimensional model, predicting the position and the number of mineral resources in combination with historical exploration data and a convolutional neural network, and performing underground water flow simulation analysis in combination with an underground water flow model. In this way, by combining the BIM and GIS technologies, the three-dimensional geological data can be efficiently and accurately managed and displayed, and the method can be widely applied to the fields of geological exploration, mining development, urban construction and the like.

The invention discloses an underground water exploitable quantity evaluation method and system based on coupling of a physical mechanism and a neural network, and relates to the technical field of water resource management, meteorological data, surface water hydrological monitoring data, geological survey data, underground water resource development and utilization data and hydrogeological parameter data are integrated and preprocessed, and a basic data set is obtained; a three-dimensional geological model of a heterogeneous structure is constructed by utilizing a digital twin physical engine and combining drilling geological data. By introducing a digital twin technology and a numerical model, the underground water flowing process can be simulated more accurately, a digital twin physical engine is utilized to construct a heterogeneous aquifer digital model, a dynamic interaction process of surface water and underground water is embedded, and the model is enhanced through a graph neural network and a physical information neural network, so that the underground water flowing process is simulated more accurately. Errors caused by hypothesis of aquifer homogeneity, neglecting of surface water-underground water coupling process and the like of a traditional model are effectively reduced, and the accuracy of underground water exploitable quantity evaluation is improved.

The invention belongs to the field of soil rock engineering, and provides a three-surface integrated geologic structure modeling method for a deep and large foundation pit in a river-adjacent region, which comprises the following steps: acquiring physical and mechanical parameters and hydrogeological information of the deep and large foundation pit in the river-adjacent region; dividing spatial distribution of different soil layers and rock stratums; describing the influence of water level time variation on the pore water pressure and subsurface erosion of the surrounding rock of the foundation pit through an unstable seepage equation; dividing a finite element or finite difference grid, and applying a dynamic water level and ground load boundary condition; gradually unloading and analyzing the evolution of an underground water flow field and a soil-rock deformation field in each excavation step, and enabling the water surface-ground-soil-rock surface coupling effect to penetrate through the whole excavation process; and numbering the support members, sequentially simulating local failures of the support members, recording the maximum horizontal displacement, the maximum vertical displacement or the change curve of the safety coefficient along with the number of the failure members after each failure of the foundation pit, quantifying the redundancy of the support system, and identifying key members. According to the scheme, the accuracy of the model is improved.

The invention belongs to the technical field of hydrology and water resources, and discloses a cold and dry mountainous area drainage basin runoff simulation method based on an MIKE SHE / MIKE 11 coupling model in combination with GIS / RS data. According to the multi-source data fusion technology, a cold and dry mountainous area distributed input data set is constructed through TRMM satellite rainfall data, an MODIS LAI product and an ASTER DEM, and the rainfall space representation precision is improved by 40%. According to the model coupling mechanism, an MIKE SHE / MIKE 11 collaborative simulation framework is provided, earth surface-groundwater flow data interaction is achieved through river channel linkage, and the complex river network flood routing simulation error is reduced to 10% or below. According to the parameter partition calibration method, a drainage basin is divided into five hydrogeological regions, sensitive parameters such as a Manning coefficient and a hydraulic conduction coefficient are optimized in combination with a genetic algorithm, and the basic flow simulation precision is improved by 25%.

The invention discloses a composite artificial wetland system, and relates to the technical field of artificial wetlands. The composite artificial wetland system comprises an ecological pool, and a surface flow wetland unit, a horizontal subsurface flow wetland unit, an internal circulation system unit and plant ecological buffer zone units around the wetland are arranged in the ecological pool; the surface flow wetland unit comprises a wetland water inlet pipe and a wetland water outlet pipe which are arranged on the two sides of the ecological pool respectively, a gravel layer and a medium-coarse sand planting layer are sequentially stacked and laid at the bottom of the ecological pool, and a submerged plant vallisneria natans community is planted on the medium-coarse sand planting layer; the invention solves the problems of single function, low treatment efficiency and the like of the traditional constructed wetland, has the advantages of prominent denitrification effect, good phosphorus removal and suspended matter interception effect, strong impact load resistance, low cost, easiness in maintenance, ecological friendliness, landscape fusion and the like, also has the advantages of initial rainwater interception and the like, and is wider in application range.

The utility model discloses a folding type subsurface flow wetland capable of being produced in batch, which relates to the technical field of sewage treatment, and comprises an anti-seepage film and a cushion layer which are paved in a plain soil pit, the cushion layer is filled in a closed area enclosed by the anti-seepage film, the cushion layer comprises a packing layer and a soil mellow layer, the packing layer is paved on the anti-seepage film, and the soil mellow layer is paved on the packing layer. According to the rural domestic sewage treatment device, sewage is treated through a microbial soil infiltration treatment technology, the rural domestic sewage treatment effect is considered, meanwhile, the construction difficulty is small, the occupied area is small, the construction period is shortened, and the construction cost is reduced. The system can be fully integrated into a small vegetable garden or small garden ecological system of a peasant household, protects the farmland cultivation and planting habits of the peasant household, is small in investment and low in cost, and meets the requirements of domestic sewage treatment and recycling in vast rural areas.

The invention discloses a numerical simulation analysis method for a near-river ultra-deep foundation pit under the action of seepage flow, and the method comprises the following steps: S1, constructing a three-dimensional numerical model based on finite element software PLAXIS 3D, and constructing a non-uniform stratum model in combination with a Borehole module; s2, fine modeling is conducted through the underground diaphragm wall, the reinforced concrete supports and the latticed columns; s3, simulating a small strain hardening characteristic and a rigidity attenuation effect of the soil body by adopting an HSS model; s4, simulating underground water flow by combining plastic steady-state seepage analysis, and simplifying the three-axis cement mixing pile into an underground diaphragm wall structure through an equivalent stiffness principle; and S5, step-by-step excavation and support sequential control construction procedures are adopted, and finally, the reliability of the model is verified by comparing a horizontal displacement simulation result of the diaphragm wall with field monitoring data. According to the method, the foundation pit deformation rule is predicted through HSS constitutive model and seepage coupling analysis, and the foundation pit deformation prediction precision is remarkably improved.

The invention discloses an underground water flow field simulation method, an underground water flow field simulation device, underground water flow field simulation equipment and a computer readable storage medium, and the method comprises the steps: carrying out the collection of multi-source geological data based on drilling basic information, a digital elevation model and a hydrogeological map, and obtaining the multi-source geological data; constructing a three-dimensional geological model based on the multi-source geological data to obtain a three-dimensional geological entity model; performing aquifer recognition based on the profile information of the three-dimensional geological entity model to obtain aquifer spatial distribution; performing groundwater flow field analysis based on the aquifer spatial distribution to obtain groundwater flow field data; and performing model construction based on the groundwater flow field data to obtain a groundwater flow field model. The integrated simulation method for fine description of stratums, automatic identification of aquifers, flow field feature analysis and comprehensive evaluation of thermal reservoirs is realized, so that the precision and efficiency of geothermal resource exploration evaluation are improved.

The invention relates to the technical field of flow field dynamic simulation, and particularly provides a drainage test data fused underground water flow field dynamic simulation method and system near a fault, and the method comprises the steps: generating a fault three-dimensional water conductivity parameter field according to transient water level response data of a monitoring well in a drainage test; realizing conversion of dynamic data of the exploration method to a fault non-uniform quality model; integrating migration path data of a tracing test, fracture network geometric data of ultrasonic logging and a fault three-dimensional water conductivity parameter field, and constructing a heterogeneous graph structure taking a fault as a core node; establishing association between the multi-modal exploration data and the dynamic representation of the fault structure; and outputting a high-resolution spatio-temporal evolution graph of the flow field parameters of the fault disturbance area in the future period, and realizing dynamic visual closed-loop feedback of the flow field near the fault driven by real-time data of the exploration method. The system comprises a data conversion module, a representation association module and a closed-loop feedback module. According to the invention, a breakthrough from static description to dynamic simulation of the flow field near the fault is realized.

The invention belongs to the technical field of hydrodynamics, and relates to a subsurface flow accurate measurement method and system based on an acoustic Doppler flow velocity profiler. The method comprises the following steps: measuring a target water area by using an acoustic Doppler current profiler; extracting at least one boundary feature parameter at the measurement point; constructing a physical-data fusion model and carrying out pre-training; inputting effective flow velocity data located above the measurement blind area in the original data of the flow velocity profile and the boundary characteristic parameters into a pre-trained physical-data fusion model; and outputting the subsurface flow velocity distribution in the measurement blind area and the key statistic and confidence interval of the subsurface flow velocity distribution. According to the method, the respective defects of an existing physical model and an existing data driving model can be overcome, a subsurface flow accurate measurement method integrating physical interpretability and environment adaptability is provided, a traceable and verifiable model training and evaluation benchmark is provided, and the subsurface flow measurement accuracy in a complex environment is remarkably improved.

The utility model discloses a modular horizontal subsurface flow wetland structure, and belongs to the field of municipal drainage. The modular horizontal subsurface flow wetland structure comprises an integrated wetland, the integrated wetland is composed of a first gravel area, wetland plants, a second gravel area, medium-coarse sand and broken stones, the first gravel area is located on one side of the broken stones, the second gravel area is located on the other side of the broken stones, and the wetland plants are located at the upper ends of the broken stones. The utility model solves the problems that the existing traditional method can not adjust and switch between an aerobic mode and an anaerobic mode when treating wastewater, and the whole structure can not adjust the flow track of sewage by responding to the switching of the modes, and after the flow track of liquid is adjusted through the first manual gate valve, the flow track of the liquid can be adjusted through the adjustment of the electronic valve. Sewage flows into the first gravel area at different positions, and is discharged from the position of the second water pipe in the second gravel area after being in contact with gravel.

The utility model provides a turn-back type subsurface flow wetland. The turn-back type subsurface flow wetland comprises a water distribution channel, a wetland reaction bed and a water outlet channel which are sequentially communicated along the water flow direction, the wetland reaction bed comprises a wetland wall body, a plurality of first flow guide walls and a plurality of second flow guide walls are arranged in the wetland wall body, the first flow guide walls and the second flow guide walls extend in the direction perpendicular to the water flow direction, and the first flow guide walls and the second flow guide walls are alternately arranged at intervals in the water flow direction; the wetland reaction bed is divided into a plurality of purification chambers which are communicated in sequence; the first flow guide wall is provided with a first baffling opening communicated with the two adjacent purification cavities, the second flow guide wall is provided with a second baffling opening communicated with the two adjacent purification cavities, and the elevation of the bottom surface of the first baffling opening is higher than that of the top surface of the second baffling opening; a filler layer is arranged in the purification chamber, and a plant layer is arranged at the top of the filler layer. The sewage treatment device has the advantages of high hydraulic load, good treatment effect and difficulty in blockage.

The invention discloses an oil and gas site leakage pollution prediction method based on an HGS, and relates to the field of oil and gas site pollution prediction, and the method comprises the following steps: constructing an integrated three-dimensional geological grid comprising a surface water body, an aeration zone and a water-bearing layer through an HGS platform; on the basis of an integrated three-dimensional geological grid, pollution migration of pollutants in the shaft leakage process is simulated through a three-dimensional underground water flow model, leakage pollution plume changes of the pollutants in underground water are depicted through a solute migration function, and spatial and temporal distribution data of pollution plume migration are output; and obtaining a pollution prediction result based on the spatial and temporal distribution data of pollution plume migration. According to the method, the spatio-temporal evolution law of underground water pollution of the oil and gas field can be accurately displayed, and the problem that in the prior art, only simplified simulation can be conducted on solute transport in an underground water system, oil and gas field leakage pollution scenes under multiple working conditions cannot be accurately simulated, and consequently the oil and gas field leakage pollution prediction accuracy is low is solved.

The utility model discloses a compound circulating type constructed wetland tail water treatment system, and belongs to the technical field of water treatment systems. The system comprises a vertical subsurface flow wetland, a horizontal subsurface flow wetland and a surface flow wetland which are sequentially connected in series, tail water firstly passes through a water distribution unit of the vertical subsurface flow wetland, passes through a first multi-layer filler from bottom to top, and then passes through a second multi-layer filler from bottom to top; according to the utility model, the three wetland systems are combined, and are strengthened in the circulating plug-flow type surface flow wetland, the function division is reasonable, the operation is simple, the operation is convenient, the cost is low, the operation is convenient, the operation is simple, the operation is convenient, the operation is convenient, the operation is convenient, and the cost is low. The tail water firstly enters the vertical subsurface flow wetland and the horizontal subsurface flow wetland to intensively remove various types of pollutants such as organic matters, nitrogen and phosphorus, and subsequently enters the surface flow wetland, and the submerged plants at the water bottom and the emergent aquatic plants on the water surface act together to intensify the purified water quality and improve the purification effect of the tail water.

The invention relates to the technical field of coal mine hydrogeology and environmental engineering, and discloses a coal mine groundwater flow-water quality coupling simulation method under mining disturbance condition, which comprises the following steps: step 1, mining disturbance area hydrogeology basic data acquisition: field investigation, drilling sampling, field test and long-term monitoring are carried out to obtain mining disturbance area hydrogeology basic data; the method comprises the following steps: acquiring landform, stratum lithology, geological structure, initial hydraulic gradient, porosity, initial permeability, initial pollutant concentration and hydrogeochemical parameters of a research area, and collecting a coal mining scheme, rock stratum movement observation data and fracture development characteristic parameters; according to the method, the dynamic hydrogeological parameter model is constructed, the water flow-water quality coupling control equation is established, numerical solution and accurate calibration are combined, and accurate simulation of the underground water flow field and the water quality migration process under the mining disturbance condition can be achieved.

The application discloses an online monitoring method and device for groundwater and soil pollution and a medium, and belongs to the technical field of environmental protection. The method comprises the following steps: collecting various data of groundwater and soil based on a preset data collection module; converting the various data into a unified data set based on a preset gateway protocol conversion algorithm in the data collection module, and uploading the unified data set to a data transmission module; obtaining an industrial internet identifier based on a preset active identification algorithm in the data transmission module, and transmitting the unified data set to a groundwater and soil pollution monitoring platform; processing the unified data set based on a preset pollution judgment algorithm in the groundwater and soil pollution monitoring platform, so as to determine the pollution condition of the region where the data collection module is located; and when there is pollution in the region where the data collection module is located, determining the enterprises that need to be rectified based on a preset groundwater flow line map and the pollution condition. The application can timely understand the pollution condition of groundwater and soil through the above method.

This invention relates to a high-efficiency nitrogen and phosphorus removal composite constructed wetland system based on short-cut nitrification-anaerobic ammonium oxidation (ATAO) co-embedded particles. The system comprises a surface flow constructed wetland, a vertical subsurface flow constructed wetland, an aeration pond, and a horizontal subsurface flow constructed wetland arranged sequentially along the water flow direction. The horizontal subsurface flow constructed wetland includes a soil layer and a layer of short-cut nitrification-anaerobic ammonium oxidation co-embedded particle filler. The main body of the composite constructed wetland system is submerged in the river channel, forming a closed corridor container through the constructed wetlands and the ecological pond frame, making full use of previously unusable space and achieving space saving. Compared with existing technologies, this invention overcomes the shortcomings of existing constructed wetlands, such as large land area, low nitrogen and phosphorus removal efficiency, and significant susceptibility to natural environmental influences. It has stronger processing capacity and better adaptability, achieving low-carbon, energy-saving, green, and highly efficient nitrogen and phosphorus removal.

The application discloses a kind of remote sensing enhancement systems for groundwater level monitoring, including sensing acquisition module, feature enhancement module, groundwater inversion modeling module, predictive water level modeling module and monitoring sensing enhancement module.The application belongs to the technical field of groundwater level monitoring, specifically a kind of remote sensing enhancement systems for groundwater level monitoring, adopt the comprehensive intelligent idea of combining groundwater inversion modeling and predictive water level modeling, integrate groundwater flow velocity direction inversion data with multi-scale water level prediction results, can not only depict aquifer dynamics boundary condition, but also generate future evolution trend, so as to break through the limitation that traditional system can only make single trend prediction or static state monitoring;Adopt the anisotropic self-adaptive improved concomitant inversion method, carry out water flow velocity direction inversion;Adopt the multi-time-domain groundwater level prediction model improved by combining physical constraints and quantile consistency, carry out groundwater level prediction.

The application relates to a horizontal subsurface flow constructed wetland system capable of adding agricultural biomass carbon sources, and belongs to the technical field of environmental protection and water treatment technology. The system comprises a water inlet collecting area, a carbon source adding unit arranged in the water inlet collecting area, a ceramsite type wetland unit connected with the water inlet collecting area, a brick slag type wetland unit connected with the ceramsite type wetland unit, a zeolite type wetland unit connected with the brick slag type wetland unit, an oyster shell type wetland unit connected with the zeolite type wetland unit, and a water outlet collecting area connected with the oyster shell type wetland unit. Plants are planted on the ceramsite type wetland unit, the brick slag type wetland unit, the zeolite type wetland unit and the oyster shell type wetland unit. Agricultural wastes are arranged in the carbon source adding unit. Water in the water inlet collecting area enters the ceramsite type wetland unit through the carbon source adding unit and a water passing assembly. The application has the effects of maintaining sufficient carbon sources in the wetland system, applying agricultural wastes to the water treatment wetland system, and improving the utilization rate of the agricultural wastes.

To provide a method for evaluating carbon dioxide fixation filler suitable as a technique for evaluating the long-term durability of carbon dioxide fixation filler to be placed in abandoned tunnels of closed and abandoned mines, and to provide an analysis method and analysis program applicable to said evaluation method. [Solution] One aspect of the present invention is a method for analyzing carbon dioxide fixation filler, which is a method for evaluating filler placed in an underground space, in which the filler is a carbon dioxide fixation material containing carbonate produced by reacting a starting material with carbon dioxide, and the method acquires physical quantities indicating the quality of the groundwater present in the target underground space, the temperature and depth of the underground space, the amount of carbonate contained in the filler, the dissolution rate of the filler in groundwater, the specific surface area of ​​the filler, and the ratio of the amount of groundwater inflowing into contact with the filler to the amount of filler, and analyzes changes in the amount of carbon dioxide fixation by the filler over time based on the acquired physical quantities, temperature and depth, amount of substance, dissolution rate, specific surface area, and ratio.

The invention provides a surface water-underground water integrated simulation method and system coupled with a glacier module, the method is based on an extended SWAT-GL model, rainfall, accumulated snow melt water and glacier melt water are jointly used as daily effective rainfall input, infiltration supply and river water level are transmitted to MODFLOW through a daily interface, and the water level of the MODFLOW is effectively simulated. And simulating underground water head change and surface water-underground water exchange capacity by utilizing a three-dimensional underground water flow equation, and feeding back a result to SWAT-GL river water balance, thereby realizing bidirectional dynamic coupling of the glacier-accumulated snow-surface-underground water whole process. The system breaks through the limitation that glacier mass balance and groundwater dynamics are difficult to depict synchronously in cold region simulation, can reveal a supply and regulation mechanism of glacier melt water to a groundwater system under the driving of climate change under a fine time scale, and remarkably improves the simulation capability of a cold region water circulation key process.

The present disclosure provides a method for measuring flow velocity distribution of groundwater using distributed optical fiber with active heating, comprising: setting and optimizing field test parameters; conducting a background temperature monitoring test; performing a line-source active heating distributed temperature measurement test, including conducting multiple rounds of heating tests; denoising the obtained thermal plume attenuation signal data of the groundwater; and fitting the groundwater velocity-depth curve in the borehole by monitoring and analyzing the temperature difference signal between the internal temperature and the external temperature of the composite heating optical cable in a single depth section of the borehole, thereby obtaining a distributed groundwater velocity data set. The method of the present disclosure solves the problem that the existing groundwater flow velocity measurement technology cannot simultaneously conduct continuous and distributed measurements, improves the efficiency of groundwater velocity measurement, and it can avoid groundwater contamination during the measurement process.

The invention discloses a soil remediation and sewage purification integrated ecological treatment device which comprises a vertical flow artificial wetland region, a horizontal subsurface flow artificial wetland region and an ecological purification region which are sequentially arranged in the water flow direction, so that soil remediation and sewage purification are organically integrated, sewage can be purified, heavy metal can be prevented from migrating to soil, and the soil remediation and sewage purification effects are improved. The composite filler in the vertical flow artificial wetland realizes resource utilization of the polluted soil, the composite filler in the horizontal subsurface flow artificial wetland removes multiple pollutants in a targeted manner, and intermittent aeration is matched to improve the microbial activity, so that efficient green treatment of sewage and soil is realized. Soil in-situ remediation and sewage pretreatment are achieved in the vertical flow artificial wetland, pollutants are deeply purified and prevented from leaking in the horizontal subsurface flow artificial wetland, deep nitrogen and phosphorus removal and heavy metal absorption are achieved at the tail end of the ecological purification area, the risk of secondary pollution can be effectively avoided, and it can be ensured that the effluent quality stably reaches the standard.

The system comprises a data acquisition and input module, a data preprocessing module, a three-dimensional geological construction module, a solute transport module and a visualization and interaction module, the data acquisition and input module is used for multi-source data acquisition, the data preprocessing module is used for data cleaning and sorting, and the three-dimensional geological construction module is used for three-dimensional geological construction. The three-dimensional geological construction module is used for constructing a three-dimensional geological model, the solute transport module is used for simulating the transport of pollutants under the action of underground water flow, and the visualization and interaction module is used for displaying simulation results and performing user interaction. According to the invention, an improved pollutant transport channel intelligent description and dynamic modeling algorithm is provided to construct a three-dimensional geologic structure model, and an improved pollutant transport high-precision feature-operator splitting algorithm is provided to simulate the transport of pollutants under the action of underground water flow. And a better scheme is provided for the underground water pollutant flow direction determination method and system based on multi-source data detection.

The invention discloses a novel artificial wetland water treatment test method, and particularly relates to the field of environmental protection and ecological engineering. In order to overcome the defects that a traditional constructed wetland is limited by environmental conditions and is insufficient in treatment efficiency, improvement of the purification effect and the regional adaptability serves as a core target, and wetland form optimization, water flow mode improvement, water level adjustment design, filler combination screening, wetland regional adaptability and other work are carried out. An experiment takes acorus calamus as a purification plant, selects common filler to construct different wetland units, and compares and analyzes treatment effects of different subsurface flow modes, and finds that a horizontal-vertical subsurface flow coupling system is better in pollutant removal, and different matrix combinations have different removal effects on different pollutants. The method has the advantages of low operation cost, low cost, simple maintenance and management, reduction of secondary pollution, ecological restoration and environmental value, promotion of the cyclic utilization of water resources, and development of environmental protection and sustainable development.

This invention proposes an experimental apparatus for simulating solute migration and transformation in a heterogeneous riparian subsurface flow zone. The apparatus includes: a riparian simulation tank comprising several identical plexiglass components A and two identical plexiglass components B, wherein the left end of plexiglass component A is a dynamic head flume simulating river water, the middle part is a sand flume simulating a portion of the riparian subsurface flow zone, and the right end is a constant head flume simulating groundwater; a water level control system including a water supply component, a drainage component, and a water level control component; and a pore water sampling system including several water sample collection components buried within the sand flume. Compared with existing technologies, this invention, by increasing the number of plexiglass components A and filling their sand flumes with different types of sand to simulate the three-dimensional heterogeneity of riparian sediments, combined with the water level control and pore water sampling system, can study the spatiotemporal evolution of solute migration and transformation in the heterogeneous riparian subsurface flow zone and its influence on solute migration and transformation in the subsurface flow zone.

The purpose of the invention is to provide in situ treatment and flow diversion of contaminated groundwater without the need for an external energy source. The primary means by which contaminated groundwater is treated in situ within a subsurface environment is through the use of the modular SubflowRx and interrelated components that work together or independently to control groundwater flow outside the system as well as diverting contaminated groundwater inside the system for extended treatment. The present disclosure provides embodiments, examples, and advantages of how the components work to achieve this common purpose.

This invention provides a simple multi-module vertical subsurface flow constructed wetland test tank, including a test tank, an inlet pipe, and an outlet pipe. The test tank is cylindrical, with the inlet pipe connected to one side of the tank at the bottom. The inlet pipe connects to a drain pipe located on the axis of the test tank, with its end connected to an overflow outlet. Multiple baffles are spaced apart between the side of the test tank and the drain pipe, arranged radially along the test tank, dividing the area between the drain pipe and the side of the test tank into multiple modular spaces. This invention aims to provide a simple multi-module vertical subsurface flow constructed wetland test tank, offering multiple modular spaces suitable for planting different plants. Each modular space can use different downward and upward packing materials for testing. The influent water quality is completely consistent across all modular spaces, allowing for direct comparison of test results. It offers advantages such as reduced land area, reduced pipeline construction costs, and ease of operation.

A system and method for removing a target substance in a surface or subsurface water flow includes an enclosure formed by a geotextile wrapping material, and a filling composition contained in the enclosure. The filling composition includes an amount of active material dispersed in a media material, where the active material is capable of binding, absorbing or otherwise reacting to the target substance to thereby reducing the amount of the target substance from the resulting water flow exiting the system.