2684 results about "Water diversion" patented technology

A method is provided for the continuous production of treated waters using a staged, tapered array membrane plant by a process of process-logic-controlled (PLC) stage or stage increment isolation and removal from service, washing and return-to-service concurrent with the continued operation of all other stages and / or stage increments of the plant. Specifically, there are plant mounted input / output sensors that supply the PLC with the data required to identify the location and degree of “fouling” of the individual stages or stage increments of a tapered array membrane water treatment plant, where fouling is defined as a loss of water flow through a membrane surface at a given pressure when compared to a water flow standard for the surface. When a stage or stage increment of a plant is defined by this process to be “fouled,” the PLC commands the initiation of a sequence of automated valve openings and closings to a) remove the fouled stage or stage increment from feed water treatment service, b) to flush and wash the stage or stage increment, and c) to return the stage or stage increment to feed water treatment service. Optionally the PLC function can be extended to include the monitoring and control of ancillary valves and a variable-frequency-drive feed water pump to command the parts of a plant that remain on-line during the process of a stage or stage increment wash to continue to produce more, or less, or volumetrically identical amounts of membrane water treatment process permeate by combinations of valve re-settings, pump speed adjustments, and stage-to-stage intermediate water diversion.

A button switching type handheld shower head includes a water diversion seat between a body and a panel and a water diversion body at a side of the water diversion seat. A guiding groove and a bevel are formed in the inner wall of a center hole of the water diversion body. A first guiding bar is formed on the switching shaft. A switching sheet and a spring are sleeved on the switching shaft. A second guiding bar is formed at the center of the switching sheet. A guiding bevel is formed on the second guiding bar corresponding to the bevel. A turning sheet is pivoted in the body, an executing end is connected with the rear end of the switching shaft, and an operation end right faces the top of a button. The button is installed on a handle of the body and extends out of the body.

An exterior siding mounting bracket used in conjunction with siding placed over sheathing of an exterior wall has a base member having a base flange fastened to the sheathing. A wall arrangement projects laterally outward from the base flange and away from the sheathing. A trim member of the bracket has a partition arrangement that preferably snap fits to the wall arrangement and a trim flange constructed and arranged to cover cut edges of the siding that cover in-part the base flange. Integrated at least into the trim member is a water diversion device that diverts water away from the base flange and sheathing. Preferably, the water diversion device has an elongated trough supported by the trim member and projecting laterally inward from the trim flange and toward the base flange and above the wall and partition arrangements. The trough preferably has a face that defines a channel opened upwardly for receipt of the falling water and a hole communicating through the face for drainage of the water out of the water out of the trough.

The invention discloses a simulation test system integrating the start, movement and accumulation of debris flow, including an instrument table, a water supply system, a control center, a pipeline and a water distribution system, a receiving line, an electromagnetic flowmeter, a water guide pipe, and a raindrop simulation system. Sprinklers, rain sensors, source tanks, porometers, matrix suction probes, soil moisture probes, flow tanks, flow rate test devices, impact test devices, stacking plates, tailing tanks, lifting systems and digital acquisition systems. The invention can combine the two types of mud-rock flow caused by rainfall and water erosion for research, and simulate the real rainfall process; it can effectively monitor the key parameters in the mud-rock flow experiment process, and simulate the whole process of mud-rock flow initiation, migration and accumulation.

An automated salt dispensing system operating in conjunction with an at least one salt chlorine generator with a controller, an at least one water supply pipe with an at least one inflow and an at least one outflow, an at least one water diversion pipe, an at least one actuator in communication with the controller and controlling a control valve, said control valve being coupled to said at least one water supply and said at least one diversion pipe and diverting water into said water diversion pipe. The invention further includes an at least one brine solution holding tank; and an at least one pressure differential device, wherein the at least one brine solution holding tank is coupled to said at least one pressure differential device and the controller signals the actuator and the control valve diverts water from the water supply pipe into the water diversion pipe and the at least pressure differential device draws brine solution from an at least one brine solution holding tank into the water supply line.

The invention relates to a roof water control method based on presplitting and grouting modification. The roof water control method includes the following steps that first, the height of a water diversion fissure zone on the working surface is determined; second, fracturing and grouting are carried out before determining extraction of the working surface; third, fracturing horizon and grouting horizon are determined; fourth, the fracture and grouting plane range and thickness are determined; fifth, horizontal holes of a roof stratum are subjected to hydraulic fracturing, hydraulic fracturing is carried out on the rock stratum through horizontal branch holes of the construction ground, and an original continuous medium is fractured into a discontinuous medium; and sixth, roof stratum grouting is conducted, and the water-passing capacity of the rock stratum is greatly reduced. Thereby, the roof water control method fractures the rock stratum with good continuity into a discontinuity rockstratum, then a grouting technology is adopted to transform the rock stratum into a relatively weak waterproof protective layer to achieve the dual purposes of inhibiting upward development of the water diversion fissure zone and weakening the permeability of the rock stratum, and thus the water yield of aquifer underground water of a coal roof pouring into the coal face through the water diversion fissure zone is decreased.

The invention discloses a flooding damage control method for water-diversion fracture main channels of drill-hole-grouting plugged overburden rock. The method comprises the steps: collecting surface-drilling columnar data of all coal mining areas according to development characteristics of altitude of water-diversion fractured zones of overburden rock mined under specific mining conditions, determining stratum positions of all key strata in the overburden rock by adopting a key stratum position distinguishing method, then, determining development altitude of a water-diversion fractured zone of each area and areas of distribution of communicating strata and water-bearing strata of each area by an overburden rock water-diversion fractured zone altitude prediction method, finally, laying out the range of distribution of the water-diversion fracture main channels in areas of the communicating water-bearing strata of the water-diversion fractured zones. and determining a grouting drilling type and drilling construction parameters according to borehole tunnel positions, coal bed cover depth and ground drill distribution conditions; after drilling construction is completed, pumping slurry to areas of the water-diversion fracture main channels so as to plug water-diversion fracture channels. The flooding damage control method for the water-diversion fracture main channels of the drill-hole-grouting plugged overburden rock, disclosed by the invention, is determined, can adapt to different mining conditions and can provide a guarantee for water resource protection, flooding damage control and the like of coal mining of mining areas, the use method is reliable, and the practicability is high.

The invention relates to a washing machine detergent automatic put system with a spray and put function. The detergent automatic put system fixed to a washing machine box body comprises a drawer component, a shell body and a drawing component. The drawer component is inserted in the shell body and the drawing component in a freely push-and-pull mode through a clamping groove, the shell body and the drawing component are vertically fastened and assembled mainly by a water diversion cover and a water diversion plate through a clamping buckle and the shell body, alarm device magnets which are not arranged in place and reed switches are arranged at the matched inserting position of the drawer component and the shell body and the matched inserting position of the drawer component and the drawing component, and if inserted mounting is not carried out in place, an alarm is given to remind a user to mount the drawer component in place. According to the system, the maximum utilization of space arrangement is perfectly pursued, storage space is reasonably distributed, the chamber volume is increased as far as possible, the number of times of washing periods is provided for the user as many as possible, free dismounting and washing are facilitated, and a soap storage box is convenient to maintain and replace.

The invention relates to a silicon-containing polyimide copper-clad plate and a preparation method thereof. The silicon-containing polyimide copper-clad plate is composed of a copper foil, an alkali-free glass cloth and silicon-containing polyimide resin. The preparation method comprises the steps of: putting organosilicon diamine and an organic solvent into a reaction kettle, conducting stirring dissolving, then adding aromatic dianhydride, adding an azeotropic dehydrating agent, carrying out heating reflux water diversion reaction to obtain a component A; putting aromatic diamine and a strong polar aprotic organic solvent into the reaction kettle, conducting stirring dissolving, adding aromatic dianhydride and maleic anhydride, and carrying out stirring reaction to obtain a component B; subjecting the component A and component B to stirring reaction at room temperature so as to obtain silicon-containing polyimide resin; using a gluing machine to dip silicon-containing polyimide resin, removing the solvent to obtain a prepreg, conducting cutting and lamination, laying copper foil, and carrying out heating pressurization curing, thus obtaining the silicon-containing polyimide copper-clad plate. The silicon-containing polyimide copper-clad plate has good electrical properties, mechanical properties, and high temperature resistance, etc. The operation process is simple, and the product has excellent comprehensive performance and has broad market prospects.

A switching method of a button switching shower includes: step 1, pressing a button slidingly connected to the shower, and then the button slides; step 2, the button acts on the linking seat of the pawl for rotating the pawl; step 3, the pawl rotates the ratchet wheel through the control end of the pawl, and the shape of the elastic claw of the pawl is changed for restoring energy; step 4, the rotation of the ratchet wheel rotates the water diversion disc, and then the water diversion disc is in place, and then the water diversion disc switches the outlet functions, the stopping claw of the pawl is against the ratch of the ratchet wheel for stopping the ratchet wheel inversion; step 5, the pressing is loosened for resetting the button, and the elastic energy of the elastic claw is released for resetting the pawl.

The invention relates to the technical field of ecological slope protection and in particular to a semi-arid area ecological slope protection structure and a construction method thereof. The semi-arid area ecological slope protection structure comprises a slope top, a slope surface and a slope bottom, wherein a plurality of water collection grooves are formed in the edge of the slope top; a water diversion groove which can carry out diversion to the slope bottom is formed in the side surface of each water collection groove; a body of each water collection groove is formed by stacking biological stacking bags, a bentonite waterproof blanket with the thickness to be 5-10mm wraps the outer layer of the body of each water collection groove; the slope surface is composed of a planting layer and a water retention layer arranged under the planting layer; the water collection grooves are communicated with the water retention layer of the slope surface through multiple strands of capillary pipe water diversion fibers; a reservoir is formed in the slope bottom; and a self sucking pump is arranged in the reservoir and pours collected seeped water into the water collection grooves through return pipes. When collecting collected water on the slope top and flowing water on the slope surface and constructing and designing the slope surface, the semi-arid area ecological slope protection structure realizes water retention and irrigation of roots of green plants on the slope surface by virtue of the water diversion capacity of the capillary pipe water diversion fibers.

The invention discloses a recyclable coarse fracture high velocity seepage testing apparatus which comprises a water tank, a water supply pipe, a water inlet end cap, a fracture test piece, a water outlet end cap and a return pipe which are sequentially connected and a water pressure sensor; the water supply pipe is sequentially provided with a booster pump and a pressure regulating valve, both the water inlet end cap and the water outlet end cap are provided with horizontal seams for water diversion; the fracture test piece comprises a test piece main body and a fracture main body located in the test piece main body, the fracture main body comprises a fracture, smooth flat grooves and rubber gaskets, the smooth flat grooves are distributed at two sides of the fracture along the axial direction of the fracture, the rubber gaskets are used for filling the smooth flat grooves to seal the two sides of the fracture, the two ends of axial length of the fracture are connected with the horizontal seams, and the fracture aperture is regulated through changing rubber gaskets of different thicknesses; the water pressure sensor extends into the fracture through a probe for measuring flowing water pressure of the fracture, the process of coarse rock mass fracture high velocity seepage is accurately, conveniently and truly reflected, the working procedures are simple and clear, the water volume calculation is simple, used water is recyclable, and the fracture aperture is controllable.

The invention discloses an industrialized synthesis method of a high-heat-stability blocked polyether sulfone resin, which comprises the following steps: in a reaction kettle in a nitrogen protective atmosphere, adding a sulfolane solvent, heating to 60-80 DEG C while stirring, sequentially adding a water diversion agent, continuing heating to 200-210 DEG C while stirring, and carrying out salifying reaction for 1-2 hours; after the salifying reaction is finished, heating to 220-240 DEG C, carrying out constant-temperature polymerization reaction for 1-2 hours, adding a blocking agent, and continuing the reaction for 10-30 minutes to obtain a polymerization slurry; and cooling the polymerization slurry, pulverizing into powder, filtering, boiling and washing with deionized water to remove the solvent and byproduct salts, and drying to obtain the polyether sulfone resin. After adding the blocking agent, the polyether sulfone resin has favorable blocking effect, the system does not have the phenomenon of depolymerization, and the obtained blocked polyether sulfone resin has high heat stability; and the technique can greatly shorten the reaction time and enhance the productivity.

The invention discloses a button switching structure of a handheld sprinkler. A switching space is formed by buckling an upper cover of a water channel and a lower cover of the water channel, a water inlet, a plurality of sections of water outlets and a switching hole are formed in the switching space; a water diversion plate is arranged between the water inlet and the corresponding water outlet in the switching space, so as to form a plurality of sections of water diversion holes, a first bevel gear and a ratchet wheel; a pre-pressing spring is arranged between the switching space and an end plane of the water diversion plate; a driver is arranged on the water diversion plate, a second bevel gear matched with the first bevel gear in a driving way is formed on the end plane of the driver, and a bevel slot is formed in the center of the driver; one end of a worm is formed to be a bevel rod and is inserted in the bevel slot of the driver, and the other end of the worm is a driving part which protrudes out the switching hole of the switching space; a separation spring is arranged between the driver and the worm; one end of a locating pin is pivoted in the switching space, and the other end of the locating pin is a detent matched with a ratchet wheel; a button corresponding to the switching hole and the driving part of the worm is arranged outside the switching space. According to the structure, a way that a plurality of water outlet functions are controlled by one button can be realized, therefore, the button switching structure is more convenient to operate.

An exterior siding mounting bracket assembly used in conjunction with siding placed over sheathing of an exterior wall has a base member having a mounting flange fastened to the sheathing and a water diversion fitting also fastened to the sheathing and flashed in-part beneath the lower end of the mounting flange. A wall arrangement projects laterally outward from the mounting flange and away from the sheathing. A trim member of the bracket assembly has a partition arrangement that preferably snap fits to the wall arrangement and a trim flange constructed and arranged to substantially cover the water diversion fitting and the cut edges of the siding that cover in-part the mounting flange. Preferably, the water diversion fitting has an elongated drip edge spaced outwardly from the siding to shed water collected from generally cascaded from the mounting flange and outward from the siding.

The invention discloses a gabion box ecological gabion river channel slope protection construction method. The gabion box ecological gabion river channel slope protection construction method is mainly characterized in that the defect that only the flood control function, the water diversion function, the drainage function, the impoundment function, the shipping function and the like of a river channel are often considered according to a traditional river channel slope protection structure, and the ecological function of the river channel is rarely considered is overcome. The gabion box ecological gabion river channel slope protection construction method includes the following steps that a cofferdam is constructed, a worktable is arranged, and a footing construction period is carried out; after gabion slope protection construction is over, gaps between surface course dimension stone are recharged with soil and watered, it is ensured that the gaps of dimension stone are filled with soil, and a dimension stone slope is covered by a layer of cultivating and planting soil; aquatic plants are planted underwater, and a lawn is planted on a bank of the river channel. According to a construction technology, water, cement and a formwork are not needed, and construction is convenient. The gaps between building stone can be manually or naturally filled with mud on earth, root systems of the plants can be deeply pricked into the slope through the mud between the building stone, so that engineering measures are combined with vegetation measures, and a soft overall protection face is formed. The requirements for water and soil conservation and environment greening are met, and therefore the original ecological environment is recovered.

The invention relates to the technical field of quality-divided water purification and supply, in particular to a combined type quality-divided water purification and supply device, the inside of which is formed by three layers of multifunctional quality-divided water purification annular sleeve barrels and a four-layered quality-divided water supply chamber with different functions, wherein the three layers of multifunctional quality-divided water purification annular sleeve barrels respectively contain high-quality direct drinking water of an internal layer, middle-quality domestic water of a middle layer and elementary wash water of an external layer and have different functions; the inner walls of the barrels are provided with small round holes or linear wall slot lines as well as round oblique diversion tunnels of a water-proof backflow round baffle and a vertical water diversion baffle arranged outside the tunnels; an ultraviolet lamp and a most advanced annular filtration barrel component are arranged at the lower bottom part of the middle of the barrel; the upper end and the lower end of the barrel are respectively and fixedly installed in an upper and a lower fixed holding slot components; annular permanent magnetic and tourmaline gaskets are installed at the upper sides of the outsides of the holding slot components; and regulating rings capable of regulating the size and the flow of pores and the water-proof backflow baffles are respectively arranged in a water inlet passage and a water outlet passage of an upper cover shell and a lower cover shell. The invention has unit modular industrialized production, can be assembled on site according to the requirements, has ingenious design and complete functions, low cost and obvious effect, is widely used and is conveniently maintained and changed, all the water is utilized without waste, and filter mediums can be repeatedly used.

The invention discloses a concentrated drainage device and method of tunnel engineering, which comprises the following parts: water diversion pipe, filter layer on the outside of water diversion pipe, funnel under the initial support water diversion pipe, screen under the funnel and drainage pipe under the screen, wherein the water diversion pipe is set in the water diversion hole d of tunnel adjacent bed creepage centralization part. The method comprises the following steps: drilling the water diversion hole d in the tunnel initial support and tunnel adjacent bed creepage centralization part; leveling the initial support surface; setting the concentrated drainage device in the tunnel engineering.

The invention discloses a table format customizable Excel table analysis method which comprises the steps of defining an XML (Extensive Makeup Language) format configuration file corresponding to an Excel table to be resolved according to water diversion business requirements, uploading an Excel file to a Web server through a browser, resolving the file, obtaining a target data sheet of the file and information of the corresponding XML configuration file according to a filename of the uploaded file, resolving the configuration file, analyzing contents of the uploaded file through the information of the configuration file, packaging the information to be warehoused into a data object, warehousing data with Hibernate, and uploading a file backup to the server. According to the method, general resolution of complicated Excel is realized through the configurable file, the method is particularly applicable to processing river basin water diversion business tables, and a precise error information prompt mechanism and a transaction management mechanism ensures accuracy and consistency of the data of a database.

The invention discloses a PID hydraulic turbine governor parameter optimization method based on multi-working-condition time domain response. The method includes the following steps that (1) a hydraulic turbine regulating system model is built, wherein the hydraulic turbine regulating system model particularly comprises a PID hydraulic turbine governor model, a hydraulic turbine-water diversion pipeline model and a generator model; (2) parameters of the hydraulic turbine regulating system model are obtained in a field test and parameter recognition mode; (3) a comprehensive fitness function based on multi-working-condition time domain response is designed, and the optimization objectives of finding out an optimum PID control parameter and enabling a comprehensive fitness function value to be minimum are determined; (4) the optimal PIC control parameter is obtained through an intelligent optimization algorithm. The control parameters obtained through the method enable a system to keep satisfying dynamic characteristics under different working conditions, and robustness of the system is enhanced.

The invention discloses a roll-type reverse-osmosis membrane element with a variable-thickness channel net, formed by overlapping and winding a pure-water diversion net, a reverse-osmosis membrane and an inlet diversion net on a center water-producing pipe. The inlet diversion net and the pure-water diversion net are respectively postioned in an inlet channel formed by the inner surface of the folded reverse-osmosis membrane and a water-producing channel formed by adjacent outer surfaces. The roll-type reverse-osmosis membrane element with the variable-thickness channel net is characterized in that the thickness of the inlet diversion net is gradually reduced along the flowing direction of raw water in the inlet channel. After improvement, when the inlet flow rate and the inlet flow value have constant lengths, the thickness of the inlet channel net is reduced, and the inlet flow rate can increase so that the flow rate of water on the membrane surface is increased, therefore, the invention lessens the concentration difference polarization phenomena of the membrane surface at the water concentrating end of the membrane element, stabilizes the desalting rate and the water-generating amount, decreases the pollution rate of the membrane element and prolongs the service life of the reverse-osmosis membrane.

The invention relates to a method for decomposing a thermosetting epoxy resin or a composite material thereof by high-temperature water phases, which belongs to the technical field of regenerative utilization of waste resin materials or treatment of industrial wastes. The method is characterized by comprising the following steps: putting certain amount of thermosetting epoxy resin sheets or granules, and deionization and catalyst heteropolyacid into a high-temperature high-pressure stainless steel reaction kettle; heating the reaction kettle to raise the temperature to a temperature of 250 and 370 DEG C for 30 to 120 hours; and decomposing the water diversion phase so that the decomposed product becomes an oligomer or a single substance which cannot be dissolved in liquid phase and is easy to separate. The method mainly adopts heteropoly acid, phosphotungstic acid, tungstosilicic acid, or molybdenum phosphoric acid as a catalyst, the addition of the catalyst is 0.1 to 3.0 percent of that of deionized water, and a higher decomposition rate of the epoxy resin can be obtained finally. The method does not need to use an organic solvent as a decomposing liquid, but uses water as the decomposing liquid, thus the method has low cost and is pollution-free to the environment; and the method can achieve the aims of waste regeneration and utilization as well as environmental protection.

The invention discloses a construction method of passage of a large-section tunnel by water diversion fault. The construction method includes: firstly, exploring the fault to provide material basis for next tunnel design; secondly, laying out the tunnel design according to exploration conditions; thirdly, grouting and ponding before the tunnel passes the fault; and fourthly, supporting the surrounding rock when the tunnel passes the fault. The construction method is a complete technique integrating exploring, dredging, gushing prevention, and floor-ceiling reinforcement and allowing for passage of the large-section tunnel by the water diversion fault. Supporting measures are taken in response to different conditions, and safety of the tunnel in long-term use is guaranteed.

The invention provides a tipping-bucket rain gauge with a dual-steady state turning-board mechanism, and relates to a hydrological instrument. The tipping-bucket rain gauge comprises a rain-holding opening component, a drainage funnel, a tipping-bucket, a bracket, a tilt angle adjusting device, a level adjusting device and the like. The tipping-bucket rain gauge is characterized in that: the dual-steady state turning-board is arranged above a fixed water diversion plate; the dual-steady state turning-board is formed by connecting a left clipping plate, a right clipping plate and a moving water diversion plate, wherein the lower end of the moving water diversion plate is provided with a water diversion plate shaft which is supported by the dual-steady state turning-board and connected to the upper end of the fixed water diversion plate; two sides of the dual-steady state turning-board are provided with left and right limitation rods which are fixed on the bracket respectively; and the center of gravity of the dual-steady state turning-board is above the shaft center lines of the water diversion plates, and a tension spring is arranged between the moving water diversion plate and the fixed water diversion plate. The automatic turning-board mechanism can automatically change the water-turning delay angle of the turning-board, shorten the rainfall switch delay time of the water-holding bucket, reduce the measurement error of the turning-board and further improve the measurement accuracy of the instrument.

The invention relates to a single-handle constant-temperature pressure-measuring valve core which comprises a valve sleeve, a temperature adjusting component arranged in an inner cavity of the valve sleeve from top to bottom in concert with the valve sleeve, a thermal sensitive element, an adjustor and an offsetting spring as well as a water diversion mechanism and a compress sealing part which are sheathed in the inner cavity of the valve sleeve; a cold water inlet and a hot water inlet are opened on the valve sleeve, and a water outlet is opened in the middle of the valve sleeve; the water diversion mechanism matches with the cold water inlet and the hot water inlet to control the cold water passage and the hot water passage, and a cold water control port and a hot water control port which are matched with the cold water passage and the hot water passage are provided; the compress sealing part forms an airtight space together with the inner cavity of the valve sleeve and presses the water diversion mechanism inside the valve sleeve; under the action of the thermal sensitive element and the offsetting spring, the adjustor floats between the cold water control port and the hot water control port. In the invention, the constant temperature is guaranteed, meanwhile a zigzag water inlet passage is formed, which has an obvious effect on balancing the water inlet pressure, and the valve core also has the advantages of simple structure, security and reliability.

The invention discloses a fish pass facility and method with a fish ladder and a navigation lock combined, and relates to a facility and method for migratory fishes to move upstream through a barrage building. The fish pass facility comprises a fish luring ladder with the inlet end arranged in the downstream river channel of a dam, wherein the fish luring ladder is a slope type channel which is internally provided with a low weir, the slope type channel inclines in the upstream direction and extends in the direction of the lock chamber of the navigation lock as a whole, the outlet end of the fish luring ladder is connected with a fish collecting pond which is connected with a transfer pond through a connecting channel, branch water diversion pipes are arranged in the transfer pond, the transfer pond is partitioned by a transverse partition wall into a main transfer pond and an auxiliary transfer pond, a lower gate is arranged in the transverse partition wall, a water flowing channel is formed in the side wall of the lock chamber of the navigation lock and is communicated with the transfer pond and the lock chamber of the navigation lock, and an upper gate is installed on the water flowing channel. According to the fish pass facility and method with the fish ladder and the navigation lock combined, the fish ladder and the navigation lock are combined, the upper end of the fish ladder is arranged in the lock chamber of the navigation lock, the influences caused by the upstream and downstream water head are overcome through the navigation lock, and therefore migratory fish shoals can pass through the dam; the length of the project of the fish ladder can be obviously reduced, and therefore input cost is reduced.

The invention discloses a tunnel maintainable type pressure reducing and water draining method and device for a water rich stratum. The method comprises the steps that (A) a water draining trough is annularly formed along a tunnel lining deformation seam; (B) water diversion holes are formed in the water draining trough in the surrounding rock direction; (C) a semi-circular pipe is fixed in the water draining trough through fasteners, and a water draining channel is formed; (D) a water collecting trough is reserved in the bottom of the semi-circular pipe, and water is led into an edge gutter through a corrugate pipe. The water draining trough is formed in a cable duct cover plate, the semi-circular pipe is arranged in the water draining trough, the water diversion holes are formed in one side of the water draining trough in an even spaced mode, a waterproof plate with non-woven fabric warps the semi-circular pipe, and the semi-circular pipe is fixed to the wall of the water draining trough on the two sides of the waterproof plate through the fasteners. The water collecting trough is connected with the semi-circular pipe through the corrugate pipe, and the edge gutter is connected with the water collecting trough. The method is easy to implement, operation is easy and convenient, blocking is not prone to occurring, and the water draining effect is good. Water pressure behind a tunnel lining and a second lining can be effectively reduced. The problem of water leakage caused by blocking of a tunnel water draining system is solved.

The invention discloses a water supplement and algae control method for a large-scale shallow lake water bloom agglomeration water area. The method utilizes a water environment simulation technology, a soft enclosure technology and a dynamic monitoring and scheduling technology and comprises building a lake water environment analogy model, constructing soft enclosure engineering to form a desired water area, carrying out on-line monitoring on the desired water area, building a space-time high precision water environment analogy model of the desired water area, constructing a water quality neural network model and building a flow scheduling system of a water supplement river. The method is a systematic and quantitative technical system which utilizes a river flowing into lake to supply water for a large-scale shallow lake water bloom agglomeration water area so that algal density is controlled. The method builds a defined quantification relationship between supplement water amount and quality and water quality response of a desired water area so that quantitative water environment in the water resource scheduling system is realized, and the problem that the existing water diversion-based alga control engineering measures cannot form a quantitative technical solution so that alga control effects are uncertain or unconspicuous is solved.

The invention belongs to the technical field of water diversion vertical shaft defect detection, and discloses a water diversion vertical shaft defect detection method based on a three-dimensional laser scanning technology. The method comprises the following steps: acquiring original point cloud data of a water diversion vertical shaft through three-dimensional laser scanning and preprocessing theoriginal point cloud data; acquiring complete point cloud data of the water diversion vertical shaft through point cloud registration; extracting a central axis of the water diversion vertical shaftto obtain a section; performing convergence analysis of the water diversion vertical shaft; performing radial deformation analysis of the water diversion vertical shaft; performing slab staggering detection of the water diversion vertical shaft; and performing denudation extraction detection. According to the water diversion vertical shaft defect detection method based on the three-dimensional laser scanning technology provided by the invention, the problem that water diversion vertical shaft defects are difficult to be detected in the prior art is solved, and the defect detection of a vertical shaft section of a water diversion power generation system of a large hydropower station can be realized, so that potential safety hazards of the vertical shaft section of a water diversion tunnel can be timely troubleshot, and a powerful guarantee is provided for the safe operation of the hydropower station.