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Data were analysed using Lab View Professional Development System, including the Sound and Vibration Toolset and Order Analysis Toolset
Digital prototype of this stand was created in Autodesk Inventor Professional.
Bičejová, Water Jet Technology Head Vibration Generation due to Selected Technology Parameters Fluctuation Effect during Alloy Cutting, Applied Mechanics and Materials 308 (2013) 81-86

The construction quality control measures of reinforced concrete cover research Zhang Shaojun chongqing water resources and electric engineering college, Chongqing, 402160, China.
Each working procedure when completed, is first and foremost GongBan self-checking, signature, after the qualified report to the project department professional engineers, by professional engineers can be reported to the supervision engineer acceptance sampling are eligible. 9.1 strictly carry out the first engineering approval system According to the serial number of unit division, the refinement, the procedure to each individual component before construction should be reported to the construction plan of the first article, after approval of the implementation in the construction of the first article, after the completion of the project of the first article should be summarized, to improve the process, attention should be paid to the issues discussed, such as disclosure, clear, to ensure the subsequent construction engineering quality is not lower than the first. 9.2 to strengthen management, to formulate the corresponding rewards and punishment measures The project intends to set

Because at the other end of the "Cloud", there are the most professional team in the world helping you to manage information, and the world's most state-of-the-art data center to help you to save the data.
Because at the other end of the "cloud", there are professional IT staffs helping you maintain hardware, helping you install and upgrade software, helping you to prevent viruses and all kinds of network attacks, helping you to do everything you've done on the PC.
Just like water production in accordance with the state regulations of relevant departments, it needs the appropriate laws and regulations promulgated by the state to constraint cloud computing service providers’ behavior and technology.

The manual monitoring requires professionals carrying testing equipment to the monitoring site, it is hard to detect the small relative deformation and cannot accomplish continuous acquisition.
Landslides normally occur when the strain accumulated due to percolating rain water develops hydrostatic pressure beyond the elastic limit of the rock.

This system took the land use change of Du'an Yao Autonomous County in Guangxi as the research object and considered the land use change and optimal regulation professional analysis model as the core to resolve the problems lying in information processing technologies such as the land use change and optimal regulation data analysis, query, display, and management based on related spatial data and information so as to extract "information" from "data".
It aimed at providing professional geographic information system software to realize information sharing developed based on the ArcEngine technology to complete land use spatial data management, spatial temporal evolution analysis, driving mechanism analysis, benefit evaluation, land degradation warning, land change prediction simulation, and decision support for the Karst area of Du'an in Guangxi. 1 Database Technology 1.1 Spatial Data Model- Geodatabase Geodatabase data model adopted the standard relation-object database technology in realization.
(7) Optimal regulation analysis: Based on the sustainable utilization evaluation results gained in (5), the data in the existing land sustainable utilization optimal regulation mode database was compared to select the suitable regulation modes or further optimize the regulation modes. 3.4 Database Design 3.4.1 Spatial Data (1) Basic map data: The basic map data included the administrative division, township boundary, residential area, transportation, water system, topographic map, special landform (rocky desertification distribution), and etc.; (2) Thematic map data: The thematic map data included the distribution of water resources, land resources, forest resources, and energy resources; (3) Remote sensing image data: The remote sensing image data included the TM image data of Du'an in 1977, 1988 and 1999 and the SPOT-2/4 image data in 2005. 3.4.2 Non-spatial Data (1) Resource data: It included the climate resource and weather, water resource, land resource, geological and mineral
resource, biological resource, agricultural resource, forest resource types, regional division, and etc.; (2) Environmental data: It included the atmospheric environment, water environment, geological environment, soil environment, agricultural environment, sound environment, and etc.; (3) Disaster data: It included the flood disaster, meteorological disaster, earthquake disaster, agricultural and biological disaster, forest calamity, environmental disaster, and etc.; (4) Population and socio-economic data: It included the population, comprehensive economic, social development, and etc
Summary This paper combined the case study of Karst’s land use change and spatial decision support system to introduce the key technologies used by the system, proposed the system design solutions, made detailed analysis from the perspectives of overall design idea, system function, system structure, database, model base, knowledge base, method base, and man-machine interface, and established the special geographic information system with the land use change and optimal regulation professional analysis model as the core to provide positive support and help for the effective management and research for national department in decision and land use aspects.

Introduction With the aim at reducing the problems associated with water penetration, cavity walls were developed in the UK in the 19th century.
Water that would seep inside the outer (external) wall would then run down that wall, while the inside wall would remain dry.
It was found that these blocks could support a heavy load such as a roof or floor, help reduce problems with water penetration and building insulation.
This problem has not been properly addressed in the past and it becomes challenging for researchers and professionals to gain insight of the structural response of new in-plane loaded masonry walls.

We divided the man-earth system into four subsystem: land use, water resource, environmental and socio-economic system.
Integrated resources carrying capacity is influenced by material, information and energy exchange between land use, water resource,environmental and socio-economic system.
Therefore, this study takes the concept of “land - Population - social - economic - ecological environment” into account, establishes asystem dynamics simulation model of comprehensive resources carrying capacity of Hubei, appraises and predicts the maximum population cap of 17 cities between 2010 and 2020, running on Professional software Vensim_PLE.
As a base for comprehensive regionalization of land use, resources carrying capacity refers to land resource, water resource, environment, economy.
Water resource carrying capacity surpasses other carrying capacity in Hubei except the north central area which has less rainfall and more manufacture.

Introduction CFG (Cement fly-ash gravel pile) pile is a certain bond strength of rigid pile which is mixed with gravel pile on the basis of amount of stone chips, fly ash and water mixing a small amount of cement.The aggregate is still gravel, with stone chips to improve the particle size distribution, fly ash to improve the workability of the mixture and amount of cement to decrease its activity, mixed with a certain small amount of cement to bond strength.
Carbonate of limestone distributed in Guilin is formed after laterization to high plastic clay with reddish brown, yellow brown, of which the pore is relatively large, and the high water content.
Compressive strength test specimen In the CFG pile construction site, the standard test block (150 × 150 × 150) is13 blocks in total made by the professionals of the pile after mixing random sample mixture.
The reason is that organic particles are adsorbed on the surface of cement particles and clay particles and hinder and delay the formation of hydration products of cement and cement hydrates and the role of clay particles, resulting in soil and water slurry can not pile the envelope.

Introduction In general, the percentage depth dose (PDD) by high-energy photon beam is measured with a conventional ionization chamber or EBT films being put in or on the solid water as increasing the thickness of a solid water phantom, respectively.
Fig. 1 shows the experimental setup for measuring PDDs using a FOD when a solid water phantom is irradiated by high energy photon beams.
In the case of the experiment with EBT dosimetry films, the exposed films are scanned by a professional flat-bed color scanner (Perfection V700 photo, Epson), and they are all scanned with the same scan bed orientation.
It shows maximum doses at about 3.0 cm depth of a solid water phantom with three kinds of dosimeters.
Generally, the absorbed doses in a water phantom increase as increasing the field size and as decreasing the energy of irradiated photon beam.

Single phase (water) flow is modeled with a normal mass flow rate and rotation speed.
References [1] T.Gabor: Electrical Submersible Pumps Manual: Design, Operations, and Maintenance, Gulf Professional Publishing, MA, USA (2009)