A method of constructing a geological model of a subterranean formation formed of at least two sedimentary beds is described. Based on measurements of the geometry of boundaries of beds of the subterranean formation carried out on a grid, values of geometry of each bed at any point of the grid are calculated according to at least the steps of defining a succession of coarser and coarser grids, constructed based on the grid of interest; proceeding from the coarsest grid to the grid of interest, determining the geometry of the boundaries of each bed by solving an inverse problem initialized with the result obtained for the previous coarser grid. Next, constructing the geological model based on the completed geometry of each boundary of beds on the grid of interest.

A method of constructing a geological model of a subterranean formation formed of at least two sedimentary beds is described. Based on measurements of the geometry of boundaries of beds of the subterranean formation carried out on a grid, values of geometry of each bed at any point of the grid are calculated according to at least the steps of defining a succession of coarser and coarser grids, constructed based on the grid of interest; proceeding from the coarsest grid to the grid of interest, determining the geometry of the boundaries of each bed by solving an inverse problem initialized with the result obtained for the previous coarser grid. Next, constructing the geological model based on the completed geometry of each boundary of beds on the grid of interest.

An automated design system for facilitating intelligent design of electromechanically controlled hydraulic systems. The automated design system utilizes one or more servers and one or more processors for accessing design information related to the hydraulic systems. The design system also includes a display device which provides an interface, an input device and a software program which allow a user to select various design characteristics related to a product design. The automated design system also provides text-based and graphical outputs pertaining to a product design.

An automated design system for facilitating intelligent design of electromechanically controlled hydraulic systems. The automated design system utilizes one or more servers and one or more processors for accessing design information related to the hydraulic systems. The design system also includes a display device which provides an interface, an input device and a software program which allow a user to select various design characteristics related to a product design. The automated design system also provides text-based and graphical outputs pertaining to a product design.

The present disclosure provides equipment for riverway model manufacturing, including a framework assembly, a supply assembly, a rail driving assembly, a detection assembly, and a control device. A pipe chain conveyor is used to transport model sand into a second rail; topographic data corresponding to a riverway is input into a controller; the controller controls, according to the topographic data, a driving assembly and a supply assembly to discharge a material; meanwhile, a compaction device compacts the model sand; a detection assembly detects a height of the riverway model in real time; and after a predetermined height is achieved, manufacturing of next topography is performed. The problems that the current riverway model manufacturing has high labor cost, the model manufacturing is laborious, and the working intensity is high are solved.

The present disclosure provides equipment for riverway model manufacturing, including a framework assembly, a supply assembly, a rail driving assembly, a detection assembly, and a control device. A pipe chain conveyor is used to transport model sand into a second rail; topographic data corresponding to a riverway is input into a controller; the controller controls, according to the topographic data, a driving assembly and a supply assembly to discharge a material; meanwhile, a compaction device compacts the model sand; a detection assembly detects a height of the riverway model in real time; and after a predetermined height is achieved, manufacturing of next topography is performed. The problems that the current riverway model manufacturing has high labor cost, the model manufacturing is laborious, and the working intensity is high are solved.

The present invention discloses a landslide experimental device for remotely controlling and simulating a constant seepage flow and weight load and an experimental method thereof in centrifuge test. The landslide experimental device includes a model box, a landslide device, a near-constant water flow control box, remote control devices and a water outlet pipe. The landslide device comprises a landslide model, a load balancing device, a weight storage device, an angle control panel and a tension bar. The remote control devices are arranged at the control box water outlet, at the control box water inlet, on the tension bar, on telescoping control sensors and on the weight storage device, respectively. With the present invention, the influences on the stability of landslide model with different landslide angles under the condition of the seepage flow and weight load can be simulated.

A method for planning and designing a debris flow drainage channel is provided. The position and total length of the drainage channel and a longitudinal slope of a gully bed of the drainage channel are determined. An inlet section, an outlet section and an acceleration section of the drainage channel are formed as fully lined channel type. After determining the length of the inlet section and the included angle between the side wall of the inlet section and the main channel, the length of the outlet section and the included angle between the side wall of the outlet section and the main channel, and the length of the acceleration section, the channel type and the length of the main channel section are also determined.

A method for planning and designing a debris flow drainage channel is provided. The position and total length of the drainage channel and a longitudinal slope of a gully bed of the drainage channel are determined. An inlet section, an outlet section and an acceleration section of the drainage channel are formed as fully lined channel type. After determining the length of the inlet section and the included angle between the side wall of the inlet section and the main channel, the length of the outlet section and the included angle between the side wall of the outlet section and the main channel, and the length of the acceleration section, the channel type and the length of the main channel section are also determined.

A wave propagation apparatus. The apparatus includes a container enclosing a base layer/liquid and an overlying layer/liquid separated from each other. Above the overlying layer is a driver sprocket and a driven sprocket, which rotate about their respective central shafts, which are fixed across a width of the container. A closed chain loop is disposed around the sprockets, with a plurality of paddles secured thereto at a spaced distance away from each other. The chain rotates about the sprockets as they rotate about the central shafts. The driver sprocket rotates via a motor, which is controlled by a controller and powered by a power source. The paddles travel through the overlying layer but not through the base layer, thus displacing the fluid in the overlying layer and causing a dragging wave to appear in the base layer, due to the surface friction between the base layer and the overlying layer.