A device comprising a corkscrew; a substantially flexible shaft operably attached to the corkscrew at a first end of the shaft; and one or more protrusions extending from the shaft between the first end of the shaft and a second end of the shaft. Methods of using the device are also disclosed.

A reservoir (102) near an ice cap (104), and a graded terrace network (116) on the surface of the ice cap (104). The graded terrace network (116) collects runoff water across a wide area, both within the limits of the reservoir's (102) ice cap natural catchment area (112), and beyond it in the ice cap non-catchment area (114). The graded terrace network (116) directs the collected water into the ice cap natural catchment area (112) and from there it drains into the reservoir's ice-free catchment area (106), and then into the reservoir (102). This increases the volume of water stored in the reservoir (102). This additional stored water is used to power a hydroelectric power station (300) and for other uses. A second reservoir (406), connected to the reservoir (102) by a water pump (402) and a second hydroelectric power station (410), adds additional water storage and power generating capacity.

A reservoir (102) near an ice cap (104), and a graded terrace network (116) on the surface of the ice cap (104). The graded terrace network (116) collects runoff water across a wide area, both within the limits of the reservoir's (102) ice cap natural catchment area (112), and beyond it in the ice cap non-catchment area (114). The graded terrace network (116) directs the collected water into the ice cap natural catchment area (112) and from there it drains into the reservoir's ice-free catchment area (106), and then into the reservoir (102). This increases the volume of water stored in the reservoir (102). This additional stored water is used to power a hydroelectric power station (300) and for other uses. A second reservoir (406), connected to the reservoir (102) by a water pump (402) and a second hydroelectric power station (410), adds additional water storage and power generating capacity.

The present invention is a method of suppressing bio-film formation on a structure in water, including irradiating light comprising the spectrum of 409 to 412 nm to the structure where bio-film formation is to be suppressed.

A fusegate for a hydraulic structure includes a trough with walls for attaching the normal barrage at a predetermined height, a pressure chamber provided between a base of the fusegate and the upper surface of the spillway, a means for pressurising the chamber according to a maximum predefined height of a water level upstream of the fusegate, the fusegate further comprising systems for breaking ice which are attached to the gate.

The method for preventing and controlling glacial lake outbreak flood and related debris flows by the present invention is mainly controlling the scale of the floods by separating water and rocks and dispersing its energy step by step. The cascading amplification effects of floods can be reduced by controlling the initiation of source material with energy dissipation by using ground sills, groups of piles, and placed large stones and prefabricated artificial structures. The diversion dam built in the downstream area discharge floods in different layers, which can quickly guide water to the main river. The preconstructed engineering system can be used in a timely manner to prevent and control floods and debris flows induced by a sudden outburst of glacial lakes in areas with important facilities and inhabitants enduring the risk of natural hazards. Prevention and control systems can separate floods and debris flows and dissipate their energy. The groups of ground sills and check dams gradually dissipate the energy of floods, prevent high-energy boulders, and control the initiation of source materials in the channel and bank. Moreover, the systems can also separate the water and rocks in dilute debris flows or debris flows with high bulk densities but low viscosities. The diversion dams also enhance the separation function and keep the flood and debris flow discharge in the lower and upper channel to the main river.

The method for preventing and controlling glacial lake outbreak flood and related debris flows by the present invention is mainly controlling the scale of the floods by separating water and rocks and dispersing its energy step by step. The cascading amplification effects of floods can be reduced by controlling the initiation of source material with energy dissipation by using ground sills, groups of piles, and placed large stones and prefabricated artificial structures. The diversion dam built in the downstream area discharge floods in different layers, which can quickly guide water to the main river. The preconstructed engineering system can be used in a timely manner to prevent and control floods and debris flows induced by a sudden outburst of glacial lakes in areas with important facilities and inhabitants enduring the risk of natural hazards. Prevention and control systems can separate floods and debris flows and dissipate their energy. The groups of ground sills and check dams gradually dissipate the energy of floods, prevent high-energy boulders, and control the initiation of source materials in the channel and bank. Moreover, the systems can also separate the water and rocks in dilute debris flows or debris flows with high bulk densities but low viscosities. The diversion dams also enhance the separation function and keep the flood and debris flow discharge in the lower and upper channel to the main river.

A prediction device 100 of the present invention includes a detection means 121 for, on the basis of a river image that is an image obtained by capturing a river and associated with capturing position information representing a position where the river is captured, detecting river condition information representing a condition of the river at the position where the river image is captured; and a prediction means 122 for, on the basis of the capturing position information, the river condition information, and topography information representing the topography of the river, predicting a river condition representing a condition of the river at a given point of the river. The given point is different from the position represented by the capturing position information.

The fish screen for a suction strainer includes at least one first plate having a central opening formed therethrough, a second plate, a helical spring, and a mesh bag. The helical spring has opposed first and second ends, with the first end secured to the at least one first plate and the second end secured to the second plate. The helical spring has first and second portions positioned respectively adjacent to the first and second ends. The second portion has a smaller diameter than a diameter of the first portion. The mesh bag releasably and removably covers and receives the at least one first plate, the second plate and the helical spring. The second portion of the helical spring is adapted for releasably holding a free end of a suction strainer received within an interior of the helical spring through the central opening of the at least one first plate.

Methods, systems, and computer programs are presented for determining flood levels within a region. One method includes an operation for detecting an alert generated by one of a riverine, a coastal, or an urban model. Further, the method includes operations for selecting one or more regions for estimating flood data based on the detected alert, and for calculating, by an inundation model, region flood data for each of the selected regions based on outputs from the riverine model, the coastal model, and the urban model. Additionally, the method includes an operation for combining the region flood data for the selected one or more regions to obtain combined flood data. The combined flood data is presented on a user interface, such as on a flood inundation map.