59 results about "Facilities design" patented technology

An improved micro architectural approach for a network microprocessor has low power consumption, and employs two specialized processing cores, a MAC processing core and a network processor core. Each of these processing cores has facilities designed for a specific set of functions, to handle ISO layer 2 and layer 3 functionality in a packet switched Software Defined Radio mobile network.

Described herein is an integrated data center that provides for efficient cooling, as well as efficient wire routing.

Methods and related systems are described relating to monitoring particulates downhole at in-situ conditions. Solid particles being carried in the fluid as the fluid is produced from the reservoir formation are monitored. The downhole solid particle monitoring can include measuring the quantity (e.g., volume fraction, weight fraction, or the like) of solid particles, measuring the distribution of sizes of the solid particles, and / or measuring the shape of the particles. The solid particles can be monitored using one or more of sensors such as optical spectrometers, acoustic sensors, video cameras, and erosion probes. A sanding prediction is generated based at least in part on the monitoring of the solid particles, and the sanding prediction is then used to design a completion, lift system, and surface facilities for the wellbore and / or select operating conditions so as to control sanding during production.

A workshop facility designing and operating method of the invention is for authoring a virtual workshop that is a data model of a workshop newly organized in part or in its entirety. After the organization, simulating means causes the virtual workshop to perform a quasi-production activity to verify a production state and a physical distribution state. An actual workshop is then constructed that matches with the verified virtual workshop. The constructed actual workshop is remote monitored and a result of this monitoring is compared with a result of verification during a virtual workshop verification process. In this way, verification of the workshop in its entirety can be performed simply so that workshop deployment such as a new set-up of a production line and change in process step of the existing line can be carried out efficiently and quickly in a short time. Remote monitoring of the constructed workshop can also be performed properly.

The invention discloses a comprehensive traffic operation situation evaluation method based on fuzzy analytic hierarchy process, comprising the following steps: a) establishing a hierarchical evaluation index system of the operation situation; b) calculating the weight value of the evaluation index system; c) performing a comprehensive evaluation on the evaluation system according to the weight value. According to the evaluation method of the present invention, by combining FAHP with the fuzzy comprehensive evaluation method, not only can it be known which index is more important in the operation situation, but also the comprehensive operation situation of the situation can be known, so that the guidance and guidance of passengers and vehicles can be carried out in a targeted manner. Improvements in facility layout in design and planning.

The invention discloses a method for evaluating the swimming ability of fishes and application of the method in the fish passage facility design. The method comprises the steps that (1) fishes are selected as a target; (2) a test water channel is selected; (3) the sensing flow velocities of the fishes are tested, wherein the total length index, the body length index and the weight index of each fish are recorded, and temporary rearing continues; (4) the critical swimming speeds of the fishes are tested; (5) the onrush swimming speeds of the fishes are tested, wherein the total length index, the body length index and the weight index of each fish are recorded, and the onrush swimming speeds of the fishes are calculated; (6) repeated testing is carried out; (7) statistics is carried out on swimming speed test results, wherein the median of the sensing flow velocities, obtained through repeated testing, of the target fishes, the median of the critical swimming speeds, obtained through repeated testing, of the target fishes, and the median of the onrush swimming speeds, obtained through repeated testing, of the target fishes are calculated; (8) the range of the continuing swimming speeds, the range of durable swimming speeds and the range of the outburst swimming speeds are obtained in a short time, comprehensive evaluation is carried out on the swimming speeds of the fishes, and the maximum flow velocity of a main body structure, the fish luring flow velocity of an inlet, and the range of the flow velocities of an outlet in the fish passage facility design are determined.

A system, methodology, and programming logic for active stormwater controls to optimize sizing and design of Hydromodification Management (HM) structural Best Management Practices (BMPs) to achieve optimal flow duration control. Control logic enables the controlled release of stormwater from a BMP in a manner most akin to pre-development flow duration curves. Inputs to this logic include: flow duration curves based on continuous hydrologic simulation for pre- and post-development conditions; real-time measurement of water level within the BMP; and real-time measurement of discharge entering the BMP. This control logic can interact with control logic for other stormwater management objectives, such as harvest and reuse, infiltration, and combined sewer overflow prevention, and respective inputs, such as real-time weather forecast data, precipitation gage data, downstream flow gauge data, and water quality data, to meet those design objectives as well. New HM BMPs can be optimized to be smaller and, thus, more feasible to implement. Existing stormwater facilities designed for flood control or other management objectives can be retrofitted to provide hydromodification control as well. When utilized with real-time flow and water level monitoring equipment and data, the flow release logic can be adaptively adjusted without physical retrofit of the BMP's outlet.

A computer modeling apparatus includes an input module enabling user specification of a subject facility design based on limited data. The subject facility design includes design alternatives, and a processor routine coupled to the input module and responsive to the user specification by forming an input data set to a rigorous simulation modeler to model the subject facility design. The rigorous simulation modeler requires input beyond the limited data. The processor routine enables execution of the simulation modeler. The computer modeling apparatus further includes an interface member that enables the production of a rigorous simulation model of the subject facility design from the simulation modeler. The subject facility is one of an oil processing facility, a gas processing facility, an oil and gas separation facility, or a chemical processing facility.

A system for designing a utility facility includes a state analyzer analyzing operational states of tools included in a production line, an extraction module extracting an operational period and a standby period of each of the tools, a calculator calculating changes in a quantity of utilities consumed by the tools in operation and in standby, based on the operational periods and the standby periods, and a facility design module designing at least any of a utility facility for supplying utilities to the tools and a utility facility for disposing of utilities discharged from the tools.

Systems and methods for designing a medical care facility are provided. The method includes receiving usage data relating to a medical care facility and selecting at least one metric for evaluating a medical care facility design. The method further includes processing with a processor the usage data to determine a value for the at least one metric corresponding to the medical care facility design.

The invention discloses a seeding greenhouse, comprising a greenhouse seeding management system, a greenhouse rainwater cyclic utilization system, a greenhouse spraying irrigation system, a greenhouse supplementary lighting system and a seeding conveying system. The seeding greenhouse multiplies the utilization rates of space and earth by utilizing a multilayer three-dimensional seeding bedstead, can manually control the quantity of illumination and ensures regular illumination requirements, and a spray header arranged on the multilayer three-dimensional seeding bedstead can randomly provide required nutrient solution or water for seedings. The seeding greenhouse disclosed by the invention orderly integrates the greenhouse seeding management system, the greenhouse rainwater cyclic utilization system, the greenhouse spraying irrigation system, the greenhouse supplementary lighting system and the seeding conveying system so as to realize the professionalization and the systematization of greenhouse seeding and meet design requirements of modernized seeding facilities.

The present invention is a modular, energy efficient structure for housing racks of computers specifically designed for mining Bitcoin assets. The fundamental principal towards an optimized mining facility design is to decrease electricity consumption as well as effective construction budget management, ensuring only appropriate business expenditures. The side benefits including improved stability of the facility computer network and electricity supply. The design concept is carried out through a cool / hot air segregation process, which results in controllable internal facilities temperatures, dust filtration and energy savings.

A system and method for the simulation and modeling of biopharmaceutical batch process manufacturing facilities using process time lines is described herein. The system employs an eleven-field delimited string code which specifies the unit identifier code and the iteration value for each of the ten levels of nested scheduling cycles of the biopharmaceutical drug production process being modeled. The method includes generating a process time line using operational parameters, a block flow diagram, and a set of scheduling cycles for each of a sequence of unit operations. The process time line is used as a tool for batch processing and facility design.

A protective shelter is disclosed. The shelter may be sized to protect an existing, unhardened structure, and its contents. Or, the shelter may be sized to protect an individual or other objects of similar size. In either case, the shelter provides protection from blasts from explosive shells, rockets, and the like. The shelter has a support frame that supports a blast cover that is positioned above the object or objects to be protected. A burster screen is positioned above the blast cover and may be supported by the support frame. The burster screen serves to detonate incoming ordinance before the ordinance reaches the protected object or objects. The blast cover is strong enough to withstand the resulting shock from the detonated ordinance, and thus prevents damage to the protected object or objects located below the protective shelter. This invention may be used to retrofit existing, unhardened structures in areas where additional protection is needed. It also may be used as part of the design of new facilities, and offers the option to later remove the hardened, protective part of the structure if the threat level changes for the better. In the smaller, personnel-protection embodiment, the invention may be air dropped to remote locations and assembled by personnel in the field.

The invention discloses a multifunctional integrated bathroom. The multifunctional integrated bathroom comprises a bathroom body (0). A ventilating region (1), a storage region (2), a washing region (3), a bathing region (4), a toilet region (5) and a laundry region (6) are arranged on the bathroom body (0). The toilet region (5), the washing region (3) and the bathing region (4) are arranged on the bathroom body (0) from one side to the outer side. The storage region (2) is arranged above the toilet region (5), the laundry region (6) is arranged below the washing region (3), and the ventilating region (1) is located at the topmost end of the bathroom body (0). Original scattered bathroom facilities are integrated into a whole, bathroom space is fully saved, different facilities effectively interact, water generated by a washing machine, bathing and washing is effectively filtered through an internal filtering system to be used for flushing a toilet, and therefore water resources are saved. In details, facilities designed for the disabled are arranged in multiple places, the disabled are effectively helped to use the bathroom facilities, and the application range is wider.

The invention relates to a retro-reflection based arterial highway non-control intersection night-driving safety facility design method. Based on drivers' vibration perception and visual perception principle and by comprehensive application of involuntary speed reduction and voluntary speed reduction methods, in an intersection functional zone, seven road-surface lateral oscillation deceleration markings of 80-100m length at the vibrational frequency of 1-2 HZ are arranged such that a driver has a vibration discomfortableness so as to passively decelerate; frequency-conversion comb-teeth-shaped visual illusion deceleration markings of about 50m length at the median frequency of 4-8 HZ are arranged at the edge of a lane such that a speed that a driver senses is faster than an actual speed so as to actively decelerate; in an intersection physical zone, five intersection contour warning marks which are arranged 12-20m away from each other are disposed along the edge of a turning curve; and a retro-reflection material is used to design the deceleration markings and the warning marks such that night legibility and warning effect at intersections are raised. The design provided by the invention is suitable for arterial highway non-control intersections with the night travel-speed of 40-80km / h.

The invention provides a multi-medium bioretention facility applicable to a south red soil region. By aiming at the defects in the prior art and the regional characteristics of the south red soil region, the invention provides a runoff rainwater bioretention facility with the advantages that red soil, zeolite and compost are used as composite media; the structure is simple; the management is convenient; the nitrogen and phosphorus removal effects are good; the seepage coefficient is high. The multi-medium bioretention facility comprises a water inlet pipe, a preposition pool and a bioretention facility main body, wherein the bioretention facility main body sequentially comprises a water storage region, a bark covering layer, a composite medium layer, a filtering sand layer, a gravel water discharging layer and a perforated PVC (polyvinyl chloride) water discharge pipe from top to bottom; waterlogging-resistant and drought-enduring plants such as fleur-de-lis or calami can be planted in the composite medium layer. The regional advantages of the red soil region and the optimization combination of multiple media are used; the efficient purification on contaminants such as nitrogen and phosphorus in the runoff rainwater can be realized; the facility design is simple and flexible; the applicability is high.

The invention relates to a method for determining criteria and a quantity value for adding abnormal flood discharge facilities to a special-grade dam. The method comprises the steps of setting an upstream flood hygrograph of the special-grade dam; setting a water discharge capacity reduction amplitude of the water dam; setting a starting regulation level; calculating a water level; forming the criteria for adding the abnormal flood discharge facilities; and forming the specific discharge quantity value for adding the abnormal flood discharge facilities. According to the method, whether the design of the water dam without abnormal flood discharge measures can ensure flood discharge and dam safety under an extreme extra standard flood condition or not can be rechecked; and whether the original design considers flood discharge and dam safety under a condition of flood check and a condition of failure of a water discharge gate or not is further rechecked. The given criteria and quantity value for adding the abnormal flood discharge facilities to the special-grade dam can be directly used for aided design; a design basis is provided for lowering a flood discharge risk of cascade control; and the deficiencies of no standard reference and fuzzy existing basis of conventional abnormal flood discharge facility design are overcome.

A system and method for the simulation and modeling of biopharmaceutical batch process manufacturing facilities using process time lines is described herein. The system employs an eleven-field delimited string code which specifies the unit identifier code and the iteration value for each of the ten levels of nested scheduling cycles of the biopharmaceutical drug production process being modeled. The method includes generating a process time line using operational parameters, a block flow diagram, and a set of scheduling cycles for each of a sequence of unit operations. The process time line is used as a tool for batch processing and facility design.

A system, method and process for disinfection of internal surfaces in aseptic tanks and pipelines by flooding with sanitizing fog in facilities designed to store liquids in general, the system having an external equipment with means to generate sanitizing fog, controlling means of gases flow rate, in-line detectors and draining means of gases inside the tank, input means of fog carrying means comprising inert gases. A disinfection process includes introduction of a sanitizing fog with droplets having a maximum size of 10 μm, and 5 μm in some embodiments, simultaneously with removal of gases enclosed inside the tanks and pipelines, maintaining a positive pressure inside the tanks and pipelines. The method providing reduction of oxygen concentration inside the tanks in two steps, the first step having reduction to near 10% and the second a reduction to a value below 1%, filling the tank with a sanitizing fog during the second step.

The methods and apparatuses described herein is a data center. In one embodiment is described a data center comprising: a building having a plurality of rooms and first and second exterior load walls disposed on opposite sides of the building; a plurality of air handler and fluid cooler devices disposed exterior to the building along the first exterior load wall; a plurality of condenser unit devices disposed exterior to the building along the second exterior load wall; a data sector disposed inside the building, adjacent to the first exterior load wall; three separate UPS and substation distribution equipment rooms, each containing UPS and substation distribution equipment therein, as well as air conditioning equipment that is connected to certain of the plurality of condenser unit devices; and a power spine room disposed between the three separate UPS and substation distribution equipment rooms and the data sector, the power spine room including a plurality of PDU devices.

The related CAD method for barrier-free facility design in public building and inhabited environment comprises: (1) building database for barrier-free facility design; (2) according to the elderly and the disabled, determining type, and inputting sex, body height and all body part sizes; (3) building human body mathematical model to compare with item parameter and validate the facility applicability; (4) displaying the determined result; (5) compiling the program file into DLL file, building GUI and interface; (6) auto drawing a figure. This invention improves efficiency, and fit to different OS with extensibility.

The invention relates to a mussel breeding and grouping facility and method for constructing a large-scale family line of the triangular clam. The facility includes two water supply pools and matching pools equal in number to the builder's coefficient. The water supply pool is connected to each matching pool through pipelines, and can inject water into the matching pool. Each matching group pool is an independent pool body and is provided with an overflow port. The matching group pool is provided with a clam hanging bracket, and the parent mussels are placed in the net clips of the clam hanging bracket. A method for parenting mussel breeding and grouping for constructing a large-scale family of S. triangularis, characterized in that it comprises the following steps: (1) selecting a water supply pool; (2) building a grouping pool; (3) laying pipelines; (4) parenting Identification of male and female mussels; (5) Hanging mussels; (6) Daily management and inspection. The whole set of parent-breeding mussel breeding and grouping facilities for building a large-scale family of S. sinensis is precisely designed to meet the strict requirements of family breeding of aquatic animals. Compared with traditional facilities, it has the advantages of low cost, small construction difficulty, strong controllability and high accuracy. In the process of family building, it is easier to check the fertilization status of parent mussels and daily management, which is more efficient and greatly saves manpower and material resources.

The invention relates to a method for comprehensively treating saline alkali soil. The method is characterized in that a method in which physical improvement and biological improvement are combined is used for treatment. According to the physical improvement, project land parcels for treating the saline alkali soil are constructed, a road is constructed in the middle, a ditch is constructed on one side of the road and provided with multiple branches for irrigation of all the land parcels, a salt and alkali discharging branch canal is arranged beside the land parcel on the outermost edge, and the branch canal is converged to a main salt and alkali discharging canal. The biological improvement includes fertilizer preparing, mellow soil insect luring, soil loosening insect killing, planting of any one of saline-alkaline resistant zizania aquatica, corn, astragalus membranaceus, liquorice and chrysanthemum in the next year and crop rotation of crop of the previous year in the third year. Project facility design is scientific and reasonable, operability is high, mechanical operation is convenient, bio-organic fertilizer is applied, soil loosening is convenient through insect luring, saline-alkaline resistant alfalfa planted in the first year returns to the field, the soil is improved, crop rotation is conducted in the second year and the third year, the content of soil salinization of a plough layer is reduced, and meanwhile great economic benefits can be generated from the crop.