Sort by:
Publication Type:
Open access:
Publication Date:
Periodicals:
Search results
Online since: July 2012
Authors: Zheng Yang, Xiao Ming Zhu
The research methods and results are of high reference value in developing and popularizing professional medical instrument in family use.
Working Principle Analysis.Working principle(Fig.3), switch on the power, put the medical material and water into medicine vaporizing generator at a certain proportion, set up the required steam volume and temperature, press the start button, through the heating device , the medicine material in medicine vaporization generator will start to heat and stew, the produced steam go through the secondary steam injection device into steam-out pipe , finally it will jet from the gap of round massage ball of massage device , to achieve the function of steam massage.
Working Principle Analysis.Working principle(Fig.3), switch on the power, put the medical material and water into medicine vaporizing generator at a certain proportion, set up the required steam volume and temperature, press the start button, through the heating device , the medicine material in medicine vaporization generator will start to heat and stew, the produced steam go through the secondary steam injection device into steam-out pipe , finally it will jet from the gap of round massage ball of massage device , to achieve the function of steam massage.
Online since: October 2013
Authors: Yan Li Song, Hong Di Mao, Yue Ren Wang
Water consumption is even in each month.
Water-heat types and distribution in Large general hospital At present, in general public buildings, waste-heat from air conditioning and polluted water is most widely made use of.
Bath water generated by heat recovery units saves around 90% of energy than that generated by boiler[3].
It can also be looked as Auxiliary heat source for heating domestic hot-water, drying laundry clothes and sheets and preheating boiler feed water, etc.
Table 3 Classification Results waste-heat utilization points Grading weights Wash room 0.86492045 Ironing machine 0.798584307 Dryer 0.771939637 Autoclaves 0.824552152 Water supply of air condition 0.852026597 Domestic water 0.887976857 We can see from Table 3 that, under balancing several affecting conditions, the living water is the most valuable for waste-heat utilization, its classification weight is 0.887976857.
Water-heat types and distribution in Large general hospital At present, in general public buildings, waste-heat from air conditioning and polluted water is most widely made use of.
Bath water generated by heat recovery units saves around 90% of energy than that generated by boiler[3].
It can also be looked as Auxiliary heat source for heating domestic hot-water, drying laundry clothes and sheets and preheating boiler feed water, etc.
Table 3 Classification Results waste-heat utilization points Grading weights Wash room 0.86492045 Ironing machine 0.798584307 Dryer 0.771939637 Autoclaves 0.824552152 Water supply of air condition 0.852026597 Domestic water 0.887976857 We can see from Table 3 that, under balancing several affecting conditions, the living water is the most valuable for waste-heat utilization, its classification weight is 0.887976857.
Online since: September 2013
Authors: Hui Zhang, Yong Hui Zhu, Li Hua Gu
The altitude of the deepest site about deep trough of right bank led to the maximum value of 0.3m(Incoming water was middle and incoming sediment was small)in August,1996, The altitude of the deepest site about deep trough of right bank led to the minimal value of -3.7m(Incoming water was middle and incoming sediment was small)in 2008 (Fig.1).
Based on calculating of mathematical model about water and sediment considered synthetically, the initial landform of the model was the landform in 2037 with the Three Gorges reservoir storage used (It is the 35st year after storage of the Three Gorges reservoir), then the course of water and sediment from 2037 to 2042 was released (Type 1995~2000 in 90 series).
Meantime, the deepest altitude of section of tunnel site achieved under ultimate scouring, and the course of water and sediment of type 1998 year was added in the test condition of water and sediment in 2043 based on the former course of water and sediment used, thus river section of tunnel site was scoured adequately.
Flux of Wuhanguan(m3/s) Water level of Wuhanguan(m) Remark 1 76100 27.63 Criterion of flood control 2 40000 21.90 bankfull flux 3 22500 17.70 mean annual flux 4 7500 11.50 low flow flux Fig. 3 Simplified course of incoming water and sediment of about typical hydrologic years in Yangtze River (Type 1995-2000 year and 1998 year) 3.4 Results of test 3.4.1 Test of rigid bed model (1) Change of velocity of flow about typical section nearby site of tunnel It keeps similar in distributing rules of maximal flux, bankfull flux, mean annual flux, low flow flux under different four kinds of flux, the position of the main flow line keeps near the section of deep trough under middle and low flux, and the position of the main flow line swings to the middle of river , and plane change of the main flow line takes on the trend of while close bank with low water level, and arriveing to middle with high water level
Yangtze River Scientific Research Institute,2011 [2] Professional Board of Sediment, Chinese Hydraulic Engineering Society.
Based on calculating of mathematical model about water and sediment considered synthetically, the initial landform of the model was the landform in 2037 with the Three Gorges reservoir storage used (It is the 35st year after storage of the Three Gorges reservoir), then the course of water and sediment from 2037 to 2042 was released (Type 1995~2000 in 90 series).
Meantime, the deepest altitude of section of tunnel site achieved under ultimate scouring, and the course of water and sediment of type 1998 year was added in the test condition of water and sediment in 2043 based on the former course of water and sediment used, thus river section of tunnel site was scoured adequately.
Flux of Wuhanguan(m3/s) Water level of Wuhanguan(m) Remark 1 76100 27.63 Criterion of flood control 2 40000 21.90 bankfull flux 3 22500 17.70 mean annual flux 4 7500 11.50 low flow flux Fig. 3 Simplified course of incoming water and sediment of about typical hydrologic years in Yangtze River (Type 1995-2000 year and 1998 year) 3.4 Results of test 3.4.1 Test of rigid bed model (1) Change of velocity of flow about typical section nearby site of tunnel It keeps similar in distributing rules of maximal flux, bankfull flux, mean annual flux, low flow flux under different four kinds of flux, the position of the main flow line keeps near the section of deep trough under middle and low flux, and the position of the main flow line swings to the middle of river , and plane change of the main flow line takes on the trend of while close bank with low water level, and arriveing to middle with high water level
Yangtze River Scientific Research Institute,2011 [2] Professional Board of Sediment, Chinese Hydraulic Engineering Society.
Online since: January 2014
Authors: Chang Jun Tian
Hence, students could freely utilize use the professional knowledge which they have learned in training process.
Exercise modes noted as suitable for continuous training include indoor and outdoor cycling, jogging, running, walking, rowing, stair climbing, simulated climbing, Nordic skiing, elliptical training, aerobic riding, aerobic dancing, bench step aerobics, hiking, in-line skating, rope skipping, swimming, and water aerobics.
Exercise modes noted as suitable for continuous training include indoor and outdoor cycling, jogging, running, walking, rowing, stair climbing, simulated climbing, Nordic skiing, elliptical training, aerobic riding, aerobic dancing, bench step aerobics, hiking, in-line skating, rope skipping, swimming, and water aerobics.
Online since: June 2014
Authors: Guo Jian Li, Yu Qiao Huang
Individual risk evaluation model of heat damage pathogenic
Table 1 Physiological characteristics index
Score
Temperature
Heart rate
Blood pressure
Water loss
Increased response time(%)
10
T>38℃
HR>160
BP ≤40
3.5 L
28.2%~42.8%
8
37.7℃Professional
skills
Training effect
(K)
10
K(H)<15%orK(J)<35%;
Y≤0.5
J<3
K<65%
8
15%≤K(H)<35%;35%≤K(J)<55%;
0.5
Online since: August 2013
Authors: Yi Zheng
Made a detailed theoretical derivation and the preparation of the professional program, this method has laid a foundation to promote the application of field trials.
Pier frequency by the pier maintenance conditions impact. pier in the water, the corrosion pier frequencies below the maintenance condition of the pier.
Pier frequency by the pier maintenance conditions impact. pier in the water, the corrosion pier frequencies below the maintenance condition of the pier.
Online since: June 2013
Authors: Ling Feng Li
The gas reservoir is an enclosed limited dolomite gas reservoir with edge water and a lower elastic energy.
References [1] Wan Renpu: Advanced Well Completion Engineering (Gulf Professional Publishing, U.S. 2011)
References [1] Wan Renpu: Advanced Well Completion Engineering (Gulf Professional Publishing, U.S. 2011)
Online since: May 2012
Authors: Xue Ru Zhang, Dong Jie Guan, Ji Xia Zhou, Qing Ye, Jian Zhou
Assessment and Forecast of Urban Sustainability Based on Dynamic Indicators
GUAN DongJie1, a, ZHOU JiXia2,b YE Qing3, c ZHOU Jian4,d
and ZHANG XueRu1,e
1Heihai College, Chongqing Jiaotong University, Chongqing 400074, China
2Chongqing Professional institute of Technology and Business, Chongqing 400047, China
3Chongqing Normal University, Chongqing 400047, China
4Jiamusi University, Jiamusi, China
aguandongjie_2000@hotmail.co.jp, blanye804@sina.com, cHel27@163.com dwangquan19790210@sohu.com, ezhangxueru5@126.com
Keywords: Urban sustainability, Dynamic indicators, AHP method, Chongqing in China
Abstract.
Table 1 Weight of assessment indicator for urban sustainability System Subsystem Weight Indicators Weight Assessment indicators of urban ERE system (A) Economy system (B1) 0.3334 Per capita GDP(C1) 0.43856 Technology level(C2) 0.12866 Capital input(C3) 0.1144 Labor input(C4) 0.31838 Resource subsystem (B2) 0.3333 Nonrenewable resource stock(C5) 0.75 Renewable resource stock(C6) 0.25 Environment subsystem(B3) 0.3333 Waste water pollution index(C7) 0.65217 Air pollution index(C8) 0.21739 Solid waste pollution index(C9) 0.13044 Assessment Weight Fig.1 Location of studies area in China AHP is a structural technique for dealing with complex decisions.
Table 1 Weight of assessment indicator for urban sustainability System Subsystem Weight Indicators Weight Assessment indicators of urban ERE system (A) Economy system (B1) 0.3334 Per capita GDP(C1) 0.43856 Technology level(C2) 0.12866 Capital input(C3) 0.1144 Labor input(C4) 0.31838 Resource subsystem (B2) 0.3333 Nonrenewable resource stock(C5) 0.75 Renewable resource stock(C6) 0.25 Environment subsystem(B3) 0.3333 Waste water pollution index(C7) 0.65217 Air pollution index(C8) 0.21739 Solid waste pollution index(C9) 0.13044 Assessment Weight Fig.1 Location of studies area in China AHP is a structural technique for dealing with complex decisions.
Online since: April 2011
Authors: Qiu Wen Zhang, Ying Jiang
The risks caused by breakage of the dams could be very serious, which have been constructed for a number of purposes such as provision of drinking and irrigation water as well as generation of electric power.
In extension assessment method, the professional knowledge in dam field is combined with extension theory [3].
In extension assessment method, the professional knowledge in dam field is combined with extension theory [3].
Online since: June 2014
Authors: Wei Mo, Rui Han, Ri Xue Jin
The main research contents
1.Collision detection for improving design quality
By using the BIM 3D model visualization integrated detection function, we can check the collision problem from the building, the structure, water supply and drainage, mechanical and electrical equipment, gas and heating and other professional design, correct the design mistakes, realize the optimal pipeline layout scheme in the limited space, so as to provide more interior space.