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Water dishes had been taken before 1 hour till the bile injection.
Fig. 1.
References [1] R.Romagnoli, J.Collard, P.
Babak, Bile reflux: current views on pathogenesis and treatment, Modern gastroenterology, 1 (2003) 28–30
, Journal of Gastrointestinal Surgery 11(2007) 479–486

Fig.1.
Table 1.
References [1] H.C.
Solar Energy (1985); 34(6):479
Solar Energy (1965), 9(1):21

Fig. 1 shows Geldart’s classification of particles.
Figure 1: Geldart’s classification of particles [reproduced from [1]] Geldart type-D particles are typically large (mean size larger than 0.6 mm) and denser than other categories.
Two bed loadings, 1 and 1.5 kg are investigated for 5.75 mm particles.
References [1] Kunii, D. and Levenspiel,O., “Fluidization Engineering” 2nd. ed.
Science, vol. 42 1987, p.p. 479

Introduction Road safety is a topic that is presently receiving a lot of attention and concern [1].
Figure 1.
References [1] V.
Applied Ergonomics 44 (2013) 472 – 479
Wiley Periodicals Inc. 00(2012) 1 – 13

Experimental Figure 1 demonstrates a schematic diagram of LCVD chamber constructed from stainless steel.
Results and Discussion 1.
The deposition rates using the LCVD chamber (Fig.1) without laser radiation were almost the same order as reported values (typically less than several µm/h).
References [1] S. deSouza, S.
Forum Vol. 475-479(2005), p. 1219

Light Met. 1 (2001) 15-30
Technol. 1(2008) 120-125
Technol. 84 (1998), 1-12
Management 26 (2009) 469-479
Technol. 42 (2010) 1-12

In fact, fatigue is the primary cause of more than 50% of failures observed in engine [1].
The nominal compositions (wt%) of DD6 alloy used in the study are listed in Table 1 [12].
Fig. 1 Schematic diagram of smooth specimens for high cycle fatigue test in mm High cycle fatigue tests were performed at 800℃ in air.
References [1] B.A.
Fuchs, Effect of solidification parameters on the microstructures and properties of CMSX-10, Materials Science and Engineering A. 479 (2008) 356-364

The ITO substrate was chemically immersed into deionized water and subsequently sonicated for 1 min.
Oxygen plasma treatment was implemented to chemically-cleaned ITO substrate using PB-600I plasma asher machine to remove any remaining organic contaminant with plasma power 50 W for 1 min with oxygen pressure ~1 Torr.
Fig. 1.
References [1] R.
Sci. 82 (2007) 479-520

According to the references [1], when slab thickness h=（30~400）mm, the value was 1.75.
Calculate diagram was as shown in figure 1 Fig. 1 The first type of the calculation diagram According to the area moment of cross-section is zero, which was relative to the neutron-axis, the height of compression zone (x) could be calculated: (1) Tensile stress of transformed section at precast slab edge : (2) Compress stress of transformed section at upper reinforced： (3) Compress stress of transformed section at lower reinforced： (4) Cracking moment Mcr: (5) Equation (1) to (4) could be substituted to equation (5), Mcr could be calculated (6) If M1≤Mcr, the precast slab could be considered as homogeneous elastic material because of not cracking.
According to the references [2] [3] [4] [5] suggested, characteristic value of the construction live load was taken as 1.5kN/m2 .
Parameters were described in table 1.
[5] Ba Songtao, Gong Jinxin, Tong Xiaoli, reliability analysis method of reinforced concrete structures during construction, Journal of DaLian university of technology, 2000 Vol.40 No.4 P.479-482 [6] Lu Xinzheng, Jiang Jianjing ,analysis for concrete structure under complex stress condition with Solid 65 FEA element of ANSYS, Building Structure,33(6), 2003,22~24 [7] Jiang Jianjing,Nonlinear finite element analysis of reinforced concrete structure,Xi an : Shanxi science and technology press,1994 [8] Shen juming ,Wang chuanzhi, analysis of finite element for reinforced concrete and limit analysis of plate and shell, Beijing, Tsinghua university Press,1993

However, the integration of a substantial amount of wind and PV power in isolated systems needs careful consideration, so as to maintain a high degree of reliability and security of the system operation [1].
In Fig. 1 the changes of the frequency in three different operating conditions are shown.
Case 1 corresponds to a total load of 207.2 MW supplied as described in the following Table 1.
References [1] Hatziargyriou; N., Contaxis, G., Matos, M., Pecas Lopes, J.
Power limitations and energy yield calculation for wind farms operating in island systems, Elsevier, Renewable Energy, 31, (4), pp. 457-479