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For example, the design of professional garment needs to reduce the weight of clothing, removing redundant off body parts to reduce the resistance of the movement.
Therefore, the underlay clothing generally selects materials which have good water vapor permeability and warmth retention property.
The research indicated that the sequence of the water vapor permeate speed of the clothing material is: RayonThe silk material generally used for underlay clothing has crisp handle and excellent water vapor permeability after craft processing.

Through the addition of new departments and businesses, such companies can absorb a large number of graduates in relevant professional management
Although we have taken some legislative protection on the land, mineral, water, forest and other resources, there is still a big gap in the implementation of the laws and regulations.
Engineering of water culture and water resource. 2006. 10.24

Methodology Image Processing 1) Image filter: In order to reduce the noise of the SAR imagery, Enhanced Frost Filter was used to process SAR imagery with the window of 7 by 7 pixels, which can reduce the noise of the imagery and improve the boundary between land and water. 2) Image geometrically correction: A lot of control points are equally selected respectively from LANDSAT TM, SAR and topographic maps.
The shade and water body from TM imagery were fused with the water body from RADARSAT SAR with aim at extracting flood extent from RADARSAT SAR imagery.
Software setting: Operating system: Windows XP Professional (SP2) Database support: SQL SERVER 2000 7.

Introduction There are a variety of underground pipelines in urban cities, such as gas pipe, water mains, thermal pipeline, cable conduit communication, etc.
Table 1 Risk indicators and classification of metro tunnel crossing underground pipelines index layer Level 1 Level 2 Level 3 Level 4 Level 5 underground pipeline situation/u1 pipeline type/u11 heat-supply pipeline water supply pipeline waste pipeline gas pipeline cable conduit pipeline materials/u12 flexible pipe(PVC) steel pipe reinforced concrete pipe concrete pipe cast-iron pipe pipeline size/u13 1800(mm) 1500(mm) 1000 (mm) 500 (mm) 200 (mm) joint type/u14 flexible pipe(PVC) Steel pipe cast-iron pipe reinforced concrete pipe concrete pipe damage condition/u15 intact basically intact general intact damaged severely damaged pipeline depth/u16 1(m) 2(m) 3(m) 4(m) 5(m) tunnel engineering conditions /u2 formation conditions/u21 Ⅵ Ⅴ Ⅳ Ⅲ Ⅱ,Ⅰ tunnel depth/u22 30(m) 25(m) 20(m) 15(m) 10(m) tunnel cross-sectional dimension/u23 6(m) 9(m) 12(m) 15(m) 18(m) construction environment/u24 excellent good general poor bad level of construction techniques and management/u25 richful similar construction
Table 2 Pipelines risk parameters Index pipelines parameter A B C D pipeline type flexible cable conduit gas steel pipeline concrete sewer steel water supply pipe pipeline materials PVC steel concrete steel pipeline size diameter 300(mm) diameter 400(mm) diameter 1200(mm) diameter 1000(mm) pipeline depth 1.86(m) 1.31(m) 3.24(m) 0.99(m) damage condition basically intact basically intact general intact basically intact joint type PVC pipe steel pipe concrete pipe steel pipe surrounding rock level Ⅳ Ⅳ Ⅲ Ⅲ tunnel depth 14.25(m) 13.30(m) 11.56(m) 12.60(m) tunnel cross-sectional dimension 6(m) 6(m) 6(m) 6(m) construction method shield shield mining shield plane location relation between pipeline and tunnel pipeline and tunnel parallel /horizontal distance 2.3m Pipeline and tunnel vertical pipeline and tunnel intersect pipeline and tunnel intersect The quantitative indexes can be directly put into equation (3) and (4) to solve connection degree.
Table 3 Risk parameters value of pipelines index u11 u12 u13(mm) u14 u15 u16(m) u21 u22(m) u23(m) u24 u25 u26 u27 u31 u41 weight 0.15 0.20 0.10 0.20 0.20 0.15 0.10 0.10 0.10 0.05 0.30 0.30 0.05 0.20 0.15 A 50 90 300 90 76 1.86 Ⅳ 14.25 6 68 85 83 68 56 83 B 60 80 400 80 84 1.31 Ⅳ 13.30 6 76 85 83 68 50 84 C 70 60 1200 50 68 3.24 Ⅲ 11.56 6 65 85 69 68 50 76 D 80 80 1000 80 75 0.99 Ⅲ 12.60 6 66 85 77 68 50 79 Professional system and Analytic Hierarchy Process (AHP) were used to determine relative importance of index and index weight, as shown in Table 3.

The chemical analysis of solid samples was done with a mobile analyzer Innov-X DELTA PROFESSIONAL by company BAS Rudice s.r.o.
The fourth beaker contained only 100 g sample and 600 ml distilled water, so-called blanks, and the last beaker contained 100 ml sample and 600 ml MPB medium (without bacteria).
It was necessary to refill the given volume with distilled water.
PAHs Input Output R P R+P M DW Naphthalene 0.19 0.16 0.06 0.15 0.14 0.20 Acenaphthene 0.18 0.07 0.03 0.08 0.06 0.09 Fluorene 0.06 0.04 0.02 0.05 0.04 0.05 Phenanthrene 0.65 0.56 0.29 0.56 0.44 0.56 Anthracene 0.13 0.06 0.03 0.13 0.09 0.09 Fluroanthene 1.12 0.67 0.31 0.82 0.65 0.83 Pyrene 1.08 0.72 0.32 0.81 0.70 0.88 Benzo(a)anthracene 0.57 0.27 0.14 0.43 0.30 0.42 Chrysene 1.30 0.59 0.21 0.69 0.54 0.68 Benzo(b)fluroanthene 1.03 0.58 0.30 0.71 0.57 0.69 Benzo(k)fluoranthene 0.60 0.28 0.14 0.35 0.28 0.34 Benzo(a)pyrene 0.76 0.38 0.19 0.52 0.50 0.49 Dibenzo(ah)anthracene 0.05 0.02 0.02 0.03 0.02 0.03 Benzo(ghi)perylene 1.39 0.67 0.36 0.82 0.64 0.79 Ideno(1,2,3cd)pyrene 0.73 0.29 0.15 0.33 0.32 0.32 ∑ PAHs 9.84 5.36 2.57 6.48 5.29 6.46 *R – R. degradans, P – P. monteilii, R+P – bacterial mixture, M – medium, DW – distilled water (a blank) Fig. 1 shows concentrations ∑ PAHs in a sample of sleeper subsoil and it is obvious that microbial biodegradation was successful.

While in the process of construction, due to changes of construction conditions, geology and hydrology and engineering change as well as professional difference of people in charge of the bill quantity bidding, there is always deviation between the actual engineering quantity and the bill quantity bidding.
While in the process of construction, due to changes of construction conditions, geology and hydrology and engineering change as well as professional difference of people in charge of the bill quantity bidding, there is always deviation between the actual engineering quantity and the bill quantity bidding, resulting in contract status change.
Problems and Countermeasures of Water Gap Project Cost Management [J].

Development Advances in Liquid Rocket Engines Turbopump: A Review Rahul Singhal1,a, Clevin Toppo1,b, Pratap Roy1,c, Rupak Biswakarma1,d, Sristy Sahu1,e, Ujjal Kalita2,f 1Bachelor of Technology in Aerospace Engineering, Lovely Professional University, Punjab-144411, India 2Assistant Professor, Mechanical Engineering Department, Lovely Professional University, Punjab-144411, India Email Address: a*rahul.11915413@lpu.in, bclevin.11912184@lpu.in, cpratap.11917235@lpu.in, drupak.11916724@lpu.in, esristy.11904536@lpu.in, fujjal.19355@lpu.co.in Keywords: Liquid Rocket Engine, Turbopump, Rocket Engine Cycles Abstract.
A Water Test Facility For Liquid Rocket Engine Turbopump Cavitation Testing. 7th International Symposium On Cavitation.

In addition, since it is located at the river mouth of the Neva, the city is forced to allow part of the sewage from other regions of the Federation through its main water artery.
A management mechanism that combines the efforts of the authorities, citizens and professionals.

English performance and professional achievement are no longer rigid conditions in doctoral student admittance, while scientific research ability will be the primary criterion for enrolling doctoral students.
For completing the design and implementation of research projects, the ability of a comprehensive using of a wide range of professional knowledge and experimental skills is necessary.
The stationary phase is the water adsorbed on filter paper; and the mobile phase is the different organic reagents prepared by a certain percentage of the developing solvent. 

In 2012, commissioned by the Ying cheng Highway, Engineering Consulting Supervision Center of Hubei and Wuhan University of Engineering and Testing Center joint together to detect the bridge 1.2 Analysis of exterior conditions and risk The surface of the bridge is made of cement concrete structure, which 1/4 have seriously damaged, leading to the water accumulation phenomenon on the surface of the bridge, the main arch ribs basically fall off the bottom of the protective layer with the steel expose and serious corrosion, part steel dome side joints have exposed; ventral arch top of the wave through the cracks, which with a maximum width of 2.5mm, arch transverse abdominal wall walls have cracks (especially around the holes), arch pier surface cracks, and found that observed in the past two years, compared with crack propagation fast; main arch rib cross tie beams largely intact, no diseases, no foundation abutment scour deformation.
whole structure directly, but on the other hand, it increased the old bridge’s constant load, the process of construction is relatively simple, but it give high demand to the stability and bearing capacity of the old bridge’s abutments and piers; Outsourcing steel reinforcement is a craft that is more often used in the reinforcement of double curved arch bridge currently, it was often applied to housing construction in the past , the principle is to increase the stiffness of the arch rib, so that the original steel arch rib and the steel plate can bear forces together, thus improving the carrying capacity of the entire bridge, because this process of construction is relatively simple , the quality of construction is easier to control and the duration is short, it is widely used in bridge reinforcement currently, the disadvantage is, you should pay attention to the steel corrosion treatment, close attention should be paid to corrosive steel in the late period, and it must be done by professional
Figure 3 Before strengthening Figure 4 After wrapping steel Author's brief introduction Bo Guo (1971-）,man, AnLu of Hubei, teacher of Urban Construction Institute of Hubei Engineering University, master degree, associate professor, engaged in civil engineering professional teaching and research.