• <tr id="yyy80"></tr>
  • <sup id="yyy80"></sup>
  • <tfoot id="yyy80"><noscript id="yyy80"></noscript></tfoot>
  • 99热精品在线国产_美女午夜性视频免费_国产精品国产高清国产av_av欧美777_自拍偷自拍亚洲精品老妇_亚洲熟女精品中文字幕_www日本黄色视频网_国产精品野战在线观看 ?

    Experimental and modeling study of wettability alteration through seawater injection in limestone: a case study

    2020-06-22 06:05:02OmolbaninSeiediMohammadZahedzadehEmadRoayaeiMortezaAminnajiHosseinFazeli
    石油科學通報 2020年3期

    Omolbanin Seiedi · Mohammad Zahedzadeh · Emad Roayaei · Morteza Aminnaji · Hossein Fazeli

    Abstract Water flooding is widely applied for pressure maintenance or increasing the oil recovery of reservoirs. The heterogeneity and wettability of formation rocks strongly affect the oil recovery efficiency in carbonate reservoirs. During seawater injection in carbonate formations, the interactions between potential seawater ions and the carbonate rock at a high temperature can alter the wettability to a more water-wet condition. This paper studies the wettability of one of the Iranian carbonate reservoirs which has been under Persian Gulf seawater injection for more than 10 years. The wettability of the rock is determined by indirect contact angle measurement using Rise in Core technique. Further, the characterization of the rock surface is evaluated by molecular kinetic theory (MKT) modeling. The data obtained from experiments show that rocks are undergoing neutral wetting after the aging process. While the wettability of low permeable samples changes to be slightly water-wet,the wettability of the samples with higher permeability remains unchanged after soaking in seawater. Experimental data and MKT analysis indicate that wettability alteration of these carbonate rocks through prolonged seawater injection might be insigni ficant.

    Keywords Wettability · Carbonate rock · Seawater injection · Dynamic contact angle · Rise in Core · Molecular kinetic theory

    1 Introduction

    More than 60% of the world’s oil in place is located in the Middle East, with over 70% being reserved in carbonate formations. Seawater flooding has been commonly used in secondary oil recovery as seawater is a feasible and practical water source for reservoir pressure maintenance.Several studies have demonstrated that seawater injection can change the wettability of carbonate rocks to more water-wet conditions, where brine composition, oil chemistry, rock lithology, and temperature play signi ficant roles in wettability alteration of rocks during water flooding. Salinity and ions in the injected brine control the wetting state of rocks in the secondary and tertiary oil recovery. In fact, the interaction between brine and crude oil compositions and also the chemicals used in EOR methods are crucial to alter the wettability of carbonate formations (Bera et al. 2017;Pal et al. 2018; Heydari et al. 2019). Hognesen et al. (2005)found that increasing sulfate ions in seawater resulted in an additional oil recovery in carbonate cores (chalk and limestone) at high temperatures. However, the success of this strategy is restricted to the temperature and the salinity of water due to the possibility of scale formation and sulfate-reducing bacteria (SRB) problems (Webb et al. 2005).Experimental studies showed that potential-determining ions in seawater, Ca2+, Mg2+, andSO24?, have a great in fluence on wetting characteristics of carbonate rocks toward water wetting and their efficiency increased at high temperatures (Austad et al. 2005; Zhang and Austad 2006; Strand et al. 2006). Adsorption of sulfate ions in seawater onto chalk surfaces expedited the chemical process of wettability alteration (Strand et al. 2003). Spontaneous imbibition and forced fluid displacement results revealed that seawater is more effective in enhancing oil recovery than the injection of brine free of sulfate ions at temperatures higher than 100 °C (Zhang et al. 2007; Austad et al. 2008; Strand et al.2008; Alotaibi et al. 2010). The results of field experience con firmed that the oil recovery in both spontaneous imbibition and forced displacement of injecting seawater were improved. According to the capillary pressure curves, the water wetting characteristics of rocks exposed to seawater increased more than samples treated with formation water(Webb et al. 2005). The effect of injecting seawater as a secondary recovery method was broadly investigated using fluids and rocks of North Sea carbonate fields. Since the levels of potential-determining ions in seawater and crude oil composition are different from place to place, the wetting condition of the Middle East carbonate oil fields was slightly changed after seawater flooding (Alotaibi et al.2010; Okasha 2014; Zhu et al. 2016).

    The oil recovery from carbonate reservoirs is significantly controlled by their wettability which determines the location, distribution, and displacement of reservoir fluids in porous media. Therefore, reliable data of wettability result in more precise prediction of oil recoveries under different injection scenarios, particularly water flooding and EOR techniques (Cuiec 1984; Anderson 1987). The commonly used techniques to determine the wettability of rocks include Amott and USBM (United States Bureau and Mines) methods which are time-consuming and costly. In addition, USBM and Amott tests are not sensitive under mixed/fractional and neutral-wet conditions. Direct contact angle measurement is widely used to define the wettability of smooth pure minerals (Anderson 1986). However, the reservoir rock is comprised of various mineral compositions, and pure mineral crystals are only partially representative of reservoir rocks. Further, the heterogeneity of the rock surface compromises the accuracy of the direct measurement of the contact angle (Morrow 1991).

    The Rise in Core (RIC) is a quantitative technique to evaluate the wettability of a solid surface in a contact angle term. This technique is based on modified Washburn and spontaneous liquid imbibition into porous media. Wettability of powders (Siebold et al. 2000; Dang-Vu and Hupka 2005; Yildiz et al. 2010) and heterogeneous reservoir rocks (Ghedan et al. 2010; Ghedan and Canbaz 2014; Aminnaji et al. 2015; Canbaz and Ghedan 2015) could be measured using the RIC technique. The contact angles obtained from the RIC technique match the results measured with Amott and USBM methods(Ghedan et al. 2010). The advantage of the RIC technique over the direct contact angle measurement is providing wettability resembling the dynamic structure of the reservoir. The relative velocity of a liquid moving across the surface during capillary imbibition can be accounted for the wetting. Empirical and theoretical studies in macroscopic and microscopic scales were conducted in order to clarify the underlying mechanisms in the wetting of solid surfaces (Martic et al. 2003; Bonn et al. 2009; Alotaibi et al. 2010). According to molecular kinetic theory(MKT), the macroscopic behavior of a wetting line is considered as the overall statistics of molecular movements within the three-phase zone, whereby the adsorption or desorption of fluid molecules occurs to or from the solid surface (Blake and Coninck 2002; Blake 2006). Experimental dynamic contact angle data are used to obtain the characteristic parameters defining the wetting properties of a solid surface via curve-fitting in the MKT model(Wu et al. 2017).

    The main objectives of this work are listed as follows:

    1. This is a case study to evaluate the wettability of one of the Iranian carbonate reservoirs after more than 10 years of injecting seawater.

    2. The wettability of core rock samples is de fined in the contact angle value using a quick and reliable technique called the RIC technique.

    3. The derived statistical data from the MKT model are used to quantitatively explain the wetting state of porous and heterogeneous carbonate rocks.

    2 Materials and methods

    2.1 Materials

    The rocks used in this work were selected from different depths of a carbonate reservoir. According to the X-ray fluorescence (XRF) result presented in Table 1, the major component of the carbonate formation is calcite. Table 2 lists the petro-physical properties of core samples used.

    Synthetic formation brine and seawater were used in the aging and soaking processes, respectively. Compositions of the formation water and Persian Gulf seawater are listed in Table 3.The salinity of formation brine was about 142,000 mg/L, while it was approximately 34,000 mg/L for seawater.

    Table 1 XRF results of the carbonate rock samples

    Crude oil andn-hexane were used as the oil phase in the experiments, and their physical properties are presented in Table 4. The crude oil has an acid number (AN) of about 0.07 mg KOH/g. The composition of crude oil is summarized in Table 5.

    2.2 Sample preparation

    The rock samples were cut into small plates and then burnished by an end-face grinder to achieve a flat and relatively smooth surface. The dimensions of the rectangular samples were 2 cm × 1 cm × 0.2 cm. The plates were cleaned with toluene and washed with distilled water. They were then dried at 70 °C for 24 h. The prepared samples were saturated with formation water for 24 h at ambient temperature and then aged in crude oil at the reservoir temperature, 109 °C for 2 weeks. To remove the excess oil from the rock surface after aging, the samples were gently washed withn-hexane and then dried. In the next step, the aged samples were soaked in seawater at 109 °C (reservoir temperature) for 1 week.

    Table 2 Depth, permeability, and porosity of core plugs

    Table 3 Compositions of the synthetic formation brine and seawater

    2.3 Experimental procedures

    2.3.1 RIC experiment

    RIC was used for the contact angle measurement based on the Washburn equation. In this technique, the wettability of powders and porous media could be characterized using contact angle measurements in the presence of immiscible liquid/liquid or gas/liquid phases (Dang-Vu and Hupka 2005;Ghedan and Canbaz 2014). Washburn derived an equation for the gas/liquid/rock system to describe the imbibition rate of a liquid into porous media (Dang-Vu and Hupka 2005;Siebold et al. 2000; Wolform et al. 2002). The mass of the imbibed fluid into porous media can be obtained by the Washburn equation (Washburn 1921):

    wheremis the mass of the imbibed liquid into the porous media, g;ρis the density of the imbibed fluid, g/cm3;γLVis the surface tension between liquid and vapor phase, dyne/cm;θis the contact angle, °;μis the viscosity of the imbibed fluid, cP;tis time, s; andCis a constant characterization of the porous medium.

    Table 4 Physical properties of fluids used in the RIC experiments

    Table 5 Dead oil composition

    In RIC experiments,Candθare unknown parameters.The parameterCfor each sample is measured using a reference imbibition liquid, particularly an alkane with low surface tension; therefore, its contact angle is assumed to be zero and it completely wets the rock surface. The slope of the squared mass of the imbibed liquid versus time is used to calculateC,and the contact angle of the air/liquid/rock system can be calculated for different liquids byCof each sample.

    RIC experiments were performed using a Sigma 700 tensiometer at ambient temperature as shown in Fig. 1a. The schematic view of the experimental setup is presented in Fig. 1b. The setup is composed of a high precision balance with a weighting accuracy of 0.01 mg. The samples were hung from a hook under the balance during the experiments.The samples were held vertically at a fixed position, while the container of liquid could move up and down. In the beginning, the container of liquid was moved up until the bottom of the sample barely touched the liquid and then it was kept fixed. Mass changes were continuously recorded over a period of time, and plots of the squared mass of imbibed liquid versus time were generated.

    2.3.2 MKT model

    Based on the MKT de finition, the wetting line depends on the statistical dynamics of the molecules within a zone where solid, liquid, and gas phases meet; then, the adsorption prevents liquid molecules to freely slip across a solid surface. According to the model, the contact line moves when the driving force overcomes the energy barriers and promotes molecular displacements (Blake 2006). The key parameters for solid surface interpretation areλ,, andn; whereλis the average distance between the adsorption sites on the solid surface,denotes the frequency of the molecular displacement at the equilibrium state, andnrepresents the number of adsorption sites per unit area of the solid surface. Blake and Haynes assumed that the driving force to move the wetting line in a speci fic direction is the unbalanced surface tension force,whereγLVis the surface tension of the liquid/vapor, dyne/cm;θ0is the static contact angle, degree andθis the dynamic contact angle, degree (Blake and Haynes 1969).

    Using the Frenkel–Eyring activated-rate theory (Glastone et al. 1941; Powell et al. 1941; Frenkel 1946), the relationship between velocity,v, and dynamic contact angle,θ, could be de fined by Eq. (2):

    Fig. 1 a Sigma 700 tensiometer. b Schematic diagram of the experimental setup for RIC experiments

    wherekBis the Boltzmann constant andTis the absolute temperature. Thus, there are three unknown molecular parameters:n, λ,andwhich can be obtained from tuning the model parameters based on experimental data (de Ruijter et al. 1999).

    Dynamic contact angle measurements were carried out at different velocities with the Sigma 700 tensiometer in order to deduce the rock characteristics using the MKT model. The Sigma 700 tensiometer was to measure the advancing and receding contact angles using the Wilhelmy plate method(Aminnaji et al. 2015). Based on this method, a sensitive balance was used to measure the force exerted by the liquid on the solid when the liquid container moved upward and downward. In the beginning, the container was moved upward to measure the advancing contact angle and when the bottom of the plate reached the speci fic immersion depth,the container was moved downward at the same speed to measure the receding contact angle. The wetting force was calculated based on Eq. (3), and then the dynamic contact angle was measured at various speeds

    wherePis the perimeter of the plate andθis the advancing or receding contact angle.

    3 Results and discussion

    3.1 Results of RIC experiments

    In the first step, the constant characterization of the rock sample was evaluated by performing RIC experiments with ann-hexane/air/rock system. The rock sample became strongly wet withn-hexane in the presence of air due to very low surface tension,γn-hexane= 18.43 mN/m. This suggests that the contact angle is assumed to be zero in Eq. (1). The slope of the curve, Δm2/t, obtained from RIC experiments was used to calculate the constant characterization of the sample,C.

    The curve ofn-hexane imbibition into the aged sample 1 (plug 13) is presented in Fig. 2. The slope of the curve is Δm2/t= 1 × 10?8g2/s, and the constantCis about 3.72 × 10?7withR2= 0.9986. The constantCof each sample remains nearly constant after soaking in seawater.

    The next step was to measure the wettability of the sample by determining the contact angle in the air/seawater/rock system with a known constantC. The start time,t= 0,began when the rock touched the liquid surface. Figure 3a displays the seawater imbibition into sample 1 after aging in crude oil, where the linear slope is Δm2/t= 1 × 10?8g2/s withR2= 0.998. According to the physical properties of seawater and constantC, the contact angle of the aged sample 1 was determined to be aroundθ=89.9?. The wettability of the sample after soaking in seawater was measured in the same way. Two distinct curves for sample 1, after aging in crude oil and soaking in seawater, were compared as shown in Fig. 3b. The contact angle of the sample became 70.5° after soaking in seawater.

    Fig. 2 RIC results for a system of air/n-hexane/sample 1

    The water imbibition curves of sample 1 after aging in crude oil and soaking in seawater are presented in Fig. 4.Wettability modi fication can be deduced from rapid spontaneous imbibition of water into porous media (Hognesen et al. 2006). The imbibition rate of a liquid into the rock sample depends on capillary and gravity forces, where wettability plays a signi ficant role in the spontaneous imbibition process. Rapid seawater imbibition occurs due to a high capillary force if the rock is water-wet. In the beginning,water enters pores due to the capillary force and rises until the capillary force gets balanced with the gravity force. The greater capillary force leads to faster water imbibition, and therefore the porous media will be filled sooner. According to the penetrating liquid curves, there are different trends of seawater imbibition into sample 1 before and after soaking in seawater. Water imbibition into the aged sample increased almost linearly over the time period shown, while there were two discrete regions for the soaked sample; water imbibed quickly to reach a plateau and then remained constant. Furthermore, the amount of water is approximately 7 times higher if the sample is soaked in seawater; it is about 0.035 g for the soaked sample, but only 0.005 g for the aged sample. Dang-Vu and Hupka found that the liquid imbibition in porous media occurs through two steps: first, the liquid occupies pores due to the wetting condition, so the mass of the liquid rises until it reaches a constant value during penetration, and then the liquid fills the whole pores and saturation takes place (Dang-Vu and Hupka 2005). The time required to reach saturation mainly depends on the wettability of porous media. The results suggested that the saturation process in the soaked sample 1 occurred sooner in response to more water-wet condition.

    Fig. 3 RIC results of a aged sample 1, b a comparison of sample 1 before and after soaking in seawater

    Fig. 4 Seawater imbibition curve of sample 1

    Table 6 Contact angles of samples obtained from RIC experiments

    The contact angles for all samples are summarized in Table 6. The initial contact angle of each sample is in the range of 86°–90° which means that aged samples are neutral-wet. After soaking in seawater, the contact angles of four samples (samples 2–5) slightly changed and just two other samples displayed more wettability change.

    Figure 5 illustrates the contact angle measured by RIC experiments versus layer depth of the samples according to the wettability criteria (Anderson 1986; Chilinger and Yen 1983). As can be seen, the aged samples were neutral-wet with contact angle in the range of 86°–90°. When the samples were exposed to seawater, the wettability of samples 1 and 6 (low permeability core samples) changed to a slightly water-wet condition, while the other samples revealed a negligible change and remained neutral-wet. The results suggest that seawater may slightly change the wettability of carbonate rocks which are consistent with the findings reported in other studies (van Oss 1994; Okasha 2014; Zhu et al. 2016).In addition, the results indicate that the low permeable samples (samples 1 and 6) changed to slightly water-wet after soaking in seawater, but the wettability of high permeability core samples did not change.

    Fig. 5 Wettability of carbonate rock samples before and after soaking in seawater

    Fig. 6 Advancing contact angle versus contact line velocity of water and fitted model for sample 1 after a aging in crude oil, b soaking in seawater

    3.2 Results of the MKT model

    The dynamic contact angles at various speeds were measured using the Sigma 700 tensiometer, and the G-dyna software, special software for dynamic wetting theory, was used to derive the parameters of the MKT model by curve- fitting.The molecular parameters ofn,λ, andwere obtained based on Eq. (2) (Seveno et al. 2009).

    Figure 6 demonstrates the dynamic advancing contact angles and curve- fittings for sample 1 after aging in crude oil and soaking in seawater. The MKT model properly fitted the experimental dynamic contact angle data for the aged sample with a characteristic length,λ= 0.37 nm, and a displacement frequency at equilibrium,= 4.7 MHz. The same fitting procedure was applied to the core sample after soaking in seawater withλ= 6 × 10?4nm and

    Table 7 reports the MKT parameters for all samples before and after soaking in seawater, which was obtained from the curve- fitting, as well as the corresponding errors.It is clear that the parametersλ, n,andfor all aged samples are in the same order of magnitude. Once treated with seawater, samples 1, 2 and 6 show signi ficant changes with similar trends; the average distance between the adsorption sites on the solid surface,λ, decreases, and on the other hand, the number of adsorption sites per unit area of the solid surface,n, increases several times for these samples. The corresponding parameters of samples 3, 4, and 5 change only slightly.

    Table 7 MKT parameters obtained by curve- fitting of the MKT model

    When the wettability changes to more water-wet, the value ofλdiminishes which means that the distance between adsorption sites on the rock surface becomes shorter. The same behavior is observed for samples 1 and 2 where the values ofλdecline from 0.37 and 0.43 nm to 0.06 × 10?2and 0.2 × 10?2nm, respectively, while the value ofλfor sample 6 reaches 0.27 nm. The parameterλfor other samples shows a little increase after soaking in seawater.

    The value ofn,the number of active sites per unit area on the surface, increases by changing the wettability to more water-wet. The values ofnfor samples 1 and 2 increase by several orders of magnitudes from 7.3 to 2.7 × 106nm?2and 5.4 to 2.4 × 105nm?2, and for sample 6, its value reaches twice the initial value (6.54 nm?2). However, a slight reduction innis observed for samples 3, 4, and 5.

    Wettability alteration to more water-wet condition results in strong bonds of solid and water; therefore, the frequency of the molecular movement calledwill decrease due to adhesion of water molecules to the active sites on the solid surface. In all cases,reveals an increase after soaking in seawater. These results suggest a con flict with two other parameters, particularly for samples 1, 2 and 6.

    The MKT fitting curves provide static contact angles of water con firming that the wettability of samples 1, 2 and 6 changes to more water-wet, while the wetting of other samples remains unchanged. Sample 1 becomes slightly waterwet as the static contact angle changes from 89.4° to 69.9°.These results are in good agreement with the contact angles obtained using the RIC experiments considering curve- fitting errors.

    4 Conclusions

    The wetting behavior of carbonate rocks is studied by continuous assessment of seawater imbibition into porous media using the RIC technique. The wetting condition of rocks is also investigated by MKT model with molecular parameters obtained from curve- fitting,λ, n,anddescribing the characteristics of the rock surface on a microscopic scale, and the static contact angle of the rock sample is determined as well.

    The following conclusions can be drawn from this study:

    · In comparison with conventional methods, the RIC technique takes less time and effort, thanks to these advantages, there is a possibility to study more reservoir core samples in a short time. The average wettability of cores is measured and stated in a contact angle term.

    · The experimental dynamic contact angles fit the MKT model very well. There is a good agreement between the static contact angles obtained from two methods.

    · Carbonate rocks become neutral-wet after the aging process with measured contact angles of around 90°.

    · Seawater can change the wettability of low permeability plugs to more water-wet conditions, while the wetting state of higher permeable plugs remains unchanged.

    AcknowledgementsThis research has been done at Improved Oil Recovery Research Institute of National Iranian Oil Company and Institute of Petroleum Engineering (IPE), The University of Tehran by the financial support of Iranian Offshore Oil Company (IOOC).The authors would like to thank Dr. Alireza Bahramian from Institute of Petroleum Engineering, The University of Tehran and the senior management of IOOC for their help and support.

    Open AccessThis article is licensed under a Creative Commons Attribution 4.0 International License, which permits use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source,provide a link to the Creative Commons licence, and indicate if changes were made. The images or other third party material in this article are included in the article’s Creative Commons licence, unless indicated otherwise in a credit line to the material. If material is not included in the article’s Creative Commons licence and your intended use is not permitted by statutory regulation or exceeds the permitted use, you will need to obtain permission directly from the copyright holder. To view a copy of this licence, visit http://creat iveco mmons.org/licen ses/by/4.0/.

    www日本黄色视频网| 男女做爰动态图高潮gif福利片| 亚洲成人久久性| 在线观看www视频免费| 国产精品综合久久久久久久免费| 欧美日韩黄片免| 不卡一级毛片| 妹子高潮喷水视频| 欧美成人午夜精品| 国产99白浆流出| 搡老岳熟女国产| 啦啦啦韩国在线观看视频| 色老头精品视频在线观看| 国产av在哪里看| 女生性感内裤真人,穿戴方法视频| 18禁裸乳无遮挡免费网站照片| 免费在线观看亚洲国产| 中出人妻视频一区二区| √禁漫天堂资源中文www| 国产日本99.免费观看| 精品国产超薄肉色丝袜足j| 久久人妻av系列| 非洲黑人性xxxx精品又粗又长| 日本撒尿小便嘘嘘汇集6| 亚洲精品国产一区二区精华液| 国产激情久久老熟女| 日韩欧美国产在线观看| 免费看美女性在线毛片视频| 妹子高潮喷水视频| 亚洲欧美日韩无卡精品| 国产av不卡久久| 久久亚洲真实| 国产麻豆成人av免费视频| 色综合欧美亚洲国产小说| 脱女人内裤的视频| 老熟妇乱子伦视频在线观看| 国内少妇人妻偷人精品xxx网站 | 麻豆成人av在线观看| 午夜影院日韩av| 黄色视频不卡| 国产精品 国内视频| 热99re8久久精品国产| 成人18禁高潮啪啪吃奶动态图| 中文字幕av在线有码专区| 在线a可以看的网站| 最好的美女福利视频网| 波多野结衣高清作品| 免费观看人在逋| 可以在线观看的亚洲视频| 久久久久精品国产欧美久久久| 久久精品亚洲精品国产色婷小说| 亚洲成人久久性| 在线观看一区二区三区| 久久精品国产清高在天天线| 女同久久另类99精品国产91| 观看免费一级毛片| 国产激情欧美一区二区| 久久久久国产精品人妻aⅴ院| 身体一侧抽搐| 一级a爱片免费观看的视频| 国产av一区二区精品久久| 五月玫瑰六月丁香| 欧美日韩中文字幕国产精品一区二区三区| 国内毛片毛片毛片毛片毛片| 麻豆av在线久日| 1024手机看黄色片| 狂野欧美激情性xxxx| 国产精品一区二区免费欧美| 欧美性长视频在线观看| 99久久久亚洲精品蜜臀av| 色噜噜av男人的天堂激情| 亚洲中文av在线| av视频在线观看入口| 欧美人与性动交α欧美精品济南到| 人妻久久中文字幕网| 亚洲精品av麻豆狂野| 超碰成人久久| 两个人的视频大全免费| 18禁黄网站禁片免费观看直播| 亚洲精品粉嫩美女一区| 欧美成人一区二区免费高清观看 | 精品欧美国产一区二区三| 亚洲人成电影免费在线| 老司机福利观看| 亚洲在线自拍视频| 日日爽夜夜爽网站| 国产精品国产高清国产av| 三级国产精品欧美在线观看 | 午夜福利免费观看在线| 99久久综合精品五月天人人| 久热爱精品视频在线9| 美女黄网站色视频| 久99久视频精品免费| 亚洲av片天天在线观看| 午夜福利欧美成人| 午夜精品在线福利| 欧美乱码精品一区二区三区| 国产不卡一卡二| 欧美日韩亚洲综合一区二区三区_| 日韩有码中文字幕| 久久久久国产一级毛片高清牌| 高清在线国产一区| 国产成人精品久久二区二区免费| 婷婷精品国产亚洲av| 亚洲av成人不卡在线观看播放网| 色噜噜av男人的天堂激情| 国产一区二区激情短视频| 老鸭窝网址在线观看| 黄色丝袜av网址大全| 欧美三级亚洲精品| 国内毛片毛片毛片毛片毛片| 亚洲av电影不卡..在线观看| 亚洲一区二区三区色噜噜| 亚洲精品国产精品久久久不卡| 亚洲av日韩精品久久久久久密| 日韩有码中文字幕| 欧美日韩国产亚洲二区| 亚洲国产看品久久| 国产精华一区二区三区| 黄色毛片三级朝国网站| 精品欧美一区二区三区在线| 99国产精品一区二区三区| 婷婷六月久久综合丁香| 最近在线观看免费完整版| 中文字幕av在线有码专区| 亚洲欧美日韩无卡精品| 成人手机av| 丁香六月欧美| 此物有八面人人有两片| 国产精品久久久久久人妻精品电影| 国产av一区在线观看免费| 久久久久久免费高清国产稀缺| 国产一区二区在线av高清观看| 久久久久性生活片| 一二三四在线观看免费中文在| 波多野结衣高清作品| 中文字幕精品亚洲无线码一区| 亚洲va日本ⅴa欧美va伊人久久| 久久精品国产亚洲av香蕉五月| 久久精品成人免费网站| 国产激情欧美一区二区| 久久亚洲精品不卡| 给我免费播放毛片高清在线观看| 日日夜夜操网爽| 国产三级在线视频| 高清毛片免费观看视频网站| 亚洲一区二区三区不卡视频| 久久久久久久久久黄片| 欧美3d第一页| 人妻夜夜爽99麻豆av| 淫秽高清视频在线观看| 麻豆国产97在线/欧美 | 日韩中文字幕欧美一区二区| 久久中文字幕一级| 日本三级黄在线观看| 999久久久精品免费观看国产| 欧美日韩中文字幕国产精品一区二区三区| 国产av一区在线观看免费| 一区二区三区高清视频在线| 久久精品国产亚洲av高清一级| 中文字幕最新亚洲高清| 此物有八面人人有两片| a在线观看视频网站| 日日摸夜夜添夜夜添小说| 亚洲精品一区av在线观看| 日韩av在线大香蕉| 亚洲av中文字字幕乱码综合| 久久精品夜夜夜夜夜久久蜜豆 | 成年版毛片免费区| 国产精品爽爽va在线观看网站| 中出人妻视频一区二区| 18禁观看日本| 午夜免费激情av| 中文字幕av在线有码专区| 色噜噜av男人的天堂激情| 一本一本综合久久| 国产黄片美女视频| 琪琪午夜伦伦电影理论片6080| 少妇的丰满在线观看| 久久香蕉精品热| 精品久久久久久久毛片微露脸| 欧洲精品卡2卡3卡4卡5卡区| 国产精品久久久久久亚洲av鲁大| 久久亚洲真实| 成人亚洲精品av一区二区| 国产精品亚洲美女久久久| 12—13女人毛片做爰片一| 国产蜜桃级精品一区二区三区| 我要搜黄色片| 18禁黄网站禁片午夜丰满| 国产成人啪精品午夜网站| 看黄色毛片网站| 午夜两性在线视频| 国产不卡一卡二| 丝袜美腿诱惑在线| 久久午夜亚洲精品久久| 国内久久婷婷六月综合欲色啪| www.熟女人妻精品国产| 国产熟女午夜一区二区三区| 日韩欧美在线二视频| 搡老熟女国产l中国老女人| www.自偷自拍.com| 亚洲精品国产精品久久久不卡| 十八禁人妻一区二区| 成年女人毛片免费观看观看9| 老司机深夜福利视频在线观看| 每晚都被弄得嗷嗷叫到高潮| 久久亚洲精品不卡| 18禁美女被吸乳视频| 久久久久久亚洲精品国产蜜桃av| 搡老熟女国产l中国老女人| 亚洲精品一区av在线观看| 亚洲国产日韩欧美精品在线观看 | 亚洲av第一区精品v没综合| 91国产中文字幕| 亚洲国产精品久久男人天堂| 久久精品国产综合久久久| 老司机靠b影院| 国产精品一区二区三区四区久久| 久久天躁狠狠躁夜夜2o2o| bbb黄色大片| 真人做人爱边吃奶动态| www.自偷自拍.com| 舔av片在线| 两人在一起打扑克的视频| 日日夜夜操网爽| 午夜福利在线在线| 99热只有精品国产| 亚洲真实伦在线观看| 香蕉av资源在线| 亚洲国产精品成人综合色| 国产区一区二久久| 久久精品亚洲精品国产色婷小说| 小说图片视频综合网站| 欧美绝顶高潮抽搐喷水| 欧美日韩精品网址| 宅男免费午夜| 真人一进一出gif抽搐免费| 精品一区二区三区av网在线观看| 中文亚洲av片在线观看爽| 精品乱码久久久久久99久播| 欧美极品一区二区三区四区| 久久久久久免费高清国产稀缺| 亚洲精品中文字幕一二三四区| 99精品在免费线老司机午夜| 免费在线观看完整版高清| 欧美成人免费av一区二区三区| 男人舔女人的私密视频| 后天国语完整版免费观看| 欧美一级毛片孕妇| 精品人妻1区二区| 日韩av在线大香蕉| xxx96com| 久久精品aⅴ一区二区三区四区| 国产熟女午夜一区二区三区| 国产亚洲精品av在线| 久久婷婷人人爽人人干人人爱| 夜夜夜夜夜久久久久| 日本黄大片高清| 一级片免费观看大全| 亚洲国产欧美网| 丰满人妻一区二区三区视频av | 91麻豆精品激情在线观看国产| 狂野欧美激情性xxxx| 亚洲全国av大片| 一个人观看的视频www高清免费观看 | 国产蜜桃级精品一区二区三区| 叶爱在线成人免费视频播放| 很黄的视频免费| 国产成人精品久久二区二区免费| 男人舔女人的私密视频| 亚洲熟妇中文字幕五十中出| 亚洲五月婷婷丁香| 亚洲天堂国产精品一区在线| 在线观看免费视频日本深夜| 久久这里只有精品中国| 99久久无色码亚洲精品果冻| 欧美中文综合在线视频| 老司机在亚洲福利影院| 国产精品一及| 久久性视频一级片| 丁香六月欧美| 日本精品一区二区三区蜜桃| 九色国产91popny在线| 在线观看一区二区三区| 最新在线观看一区二区三区| 日韩精品青青久久久久久| 给我免费播放毛片高清在线观看| 亚洲欧美精品综合一区二区三区| cao死你这个sao货| 色老头精品视频在线观看| av在线天堂中文字幕| 亚洲精品av麻豆狂野| 精品乱码久久久久久99久播| 高清在线国产一区| 少妇被粗大的猛进出69影院| 99热这里只有精品一区 | 久久这里只有精品中国| 99热这里只有精品一区 | www.自偷自拍.com| 国产精品av久久久久免费| 亚洲免费av在线视频| 又黄又爽又免费观看的视频| 亚洲精品美女久久久久99蜜臀| 久9热在线精品视频| 日韩欧美在线乱码| 亚洲自拍偷在线| 久久精品国产亚洲av高清一级| 99热这里只有是精品50| 男人舔奶头视频| 狠狠狠狠99中文字幕| 国产精品一区二区免费欧美| 国产精品影院久久| 亚洲国产精品成人综合色| 日本一本二区三区精品| 亚洲精品一区av在线观看| 18美女黄网站色大片免费观看| 日日夜夜操网爽| 国产一区二区在线观看日韩 | 亚洲av五月六月丁香网| 亚洲18禁久久av| 免费在线观看亚洲国产| 激情在线观看视频在线高清| 中文字幕人妻丝袜一区二区| 久久久国产成人精品二区| 人人妻人人看人人澡| 成人三级黄色视频| 色精品久久人妻99蜜桃| 国产在线精品亚洲第一网站| 色哟哟哟哟哟哟| 国产成人欧美在线观看| 国产伦一二天堂av在线观看| 欧美日本亚洲视频在线播放| 一个人免费在线观看电影 | www.熟女人妻精品国产| 黑人巨大精品欧美一区二区mp4| 国产精品,欧美在线| 男人的好看免费观看在线视频 | 男女床上黄色一级片免费看| 国产麻豆成人av免费视频| 在线十欧美十亚洲十日本专区| 免费av毛片视频| a在线观看视频网站| 中文字幕高清在线视频| av在线播放免费不卡| 别揉我奶头~嗯~啊~动态视频| 在线观看舔阴道视频| 久久精品国产亚洲av香蕉五月| 真人一进一出gif抽搐免费| 成人欧美大片| 美女大奶头视频| 一本久久中文字幕| 9191精品国产免费久久| 亚洲国产欧洲综合997久久,| 看免费av毛片| 九九热线精品视视频播放| 亚洲av中文字字幕乱码综合| 精品久久久久久久毛片微露脸| 99国产精品99久久久久| 天天添夜夜摸| 国产精品亚洲美女久久久| 叶爱在线成人免费视频播放| 99国产精品一区二区三区| 国产伦人伦偷精品视频| 在线十欧美十亚洲十日本专区| 舔av片在线| 怎么达到女性高潮| 精华霜和精华液先用哪个| tocl精华| 白带黄色成豆腐渣| 一二三四社区在线视频社区8| 精品午夜福利视频在线观看一区| 999精品在线视频| 国产成人精品久久二区二区91| 日日夜夜操网爽| 久久亚洲精品不卡| 99热6这里只有精品| 国产精品亚洲一级av第二区| 舔av片在线| 精品第一国产精品| 一级a爱片免费观看的视频| 99在线视频只有这里精品首页| 色老头精品视频在线观看| 亚洲精品国产精品久久久不卡| 久久伊人香网站| 午夜免费成人在线视频| 91国产中文字幕| 欧美精品啪啪一区二区三区| 黄色视频不卡| 欧美中文综合在线视频| 欧美一级毛片孕妇| 精品国产超薄肉色丝袜足j| 一个人免费在线观看电影 | 欧美日本视频| 亚洲男人天堂网一区| 99久久综合精品五月天人人| 99久久久亚洲精品蜜臀av| 中亚洲国语对白在线视频| 国产伦在线观看视频一区| 1024香蕉在线观看| 午夜激情福利司机影院| 欧美激情久久久久久爽电影| 久久精品国产清高在天天线| 成年女人毛片免费观看观看9| 天天躁夜夜躁狠狠躁躁| 制服丝袜大香蕉在线| 正在播放国产对白刺激| 免费在线观看影片大全网站| 亚洲aⅴ乱码一区二区在线播放 | 99精品欧美一区二区三区四区| 91麻豆av在线| 神马国产精品三级电影在线观看 | 99国产精品99久久久久| 午夜免费观看网址| 国产v大片淫在线免费观看| 亚洲专区中文字幕在线| 一本久久中文字幕| 亚洲午夜精品一区,二区,三区| 九九热线精品视视频播放| 日本一本二区三区精品| 国内揄拍国产精品人妻在线| 亚洲欧美激情综合另类| 老司机靠b影院| 99riav亚洲国产免费| 老熟妇乱子伦视频在线观看| 淫秽高清视频在线观看| 精品久久久久久久久久免费视频| 午夜福利欧美成人| 18禁黄网站禁片午夜丰满| av福利片在线观看| 亚洲av电影在线进入| 淫妇啪啪啪对白视频| 美女免费视频网站| 免费在线观看黄色视频的| 女同久久另类99精品国产91| 18禁美女被吸乳视频| 日韩欧美在线乱码| 久久精品影院6| 欧美大码av| 国内揄拍国产精品人妻在线| 亚洲一区高清亚洲精品| 亚洲中文av在线| 亚洲avbb在线观看| 亚洲欧美日韩无卡精品| 国产成人av教育| 999精品在线视频| 日韩高清综合在线| 国产乱人伦免费视频| 免费观看人在逋| 亚洲国产欧美网| 亚洲无线在线观看| 淫妇啪啪啪对白视频| 欧美午夜高清在线| 国产激情久久老熟女| 亚洲国产精品sss在线观看| 久久这里只有精品19| 我的老师免费观看完整版| 俺也久久电影网| 国产精品98久久久久久宅男小说| 一夜夜www| 亚洲成av人片在线播放无| 久久精品影院6| 精品第一国产精品| 一进一出好大好爽视频| 成人亚洲精品av一区二区| 天天躁狠狠躁夜夜躁狠狠躁| 精品无人区乱码1区二区| 精品一区二区三区视频在线观看免费| 午夜亚洲福利在线播放| 人妻丰满熟妇av一区二区三区| 99久久精品热视频| 欧美成人免费av一区二区三区| 亚洲美女黄片视频| aaaaa片日本免费| 伊人久久大香线蕉亚洲五| 欧美日韩福利视频一区二区| 悠悠久久av| 亚洲五月天丁香| 曰老女人黄片| cao死你这个sao货| 一本大道久久a久久精品| 久久久国产精品麻豆| 国产99久久九九免费精品| 久久精品国产亚洲av香蕉五月| 欧美日韩亚洲国产一区二区在线观看| 村上凉子中文字幕在线| 久久这里只有精品19| 999久久久国产精品视频| 国产真实乱freesex| 12—13女人毛片做爰片一| 一本一本综合久久| 动漫黄色视频在线观看| 成人手机av| 999久久久精品免费观看国产| 女警被强在线播放| 亚洲片人在线观看| 啦啦啦韩国在线观看视频| 91av网站免费观看| 亚洲熟女毛片儿| 非洲黑人性xxxx精品又粗又长| 午夜a级毛片| 免费观看精品视频网站| 狠狠狠狠99中文字幕| 国产一级毛片七仙女欲春2| 最新在线观看一区二区三区| 免费电影在线观看免费观看| 91九色精品人成在线观看| 国产黄色小视频在线观看| 国产亚洲av高清不卡| 久久久精品国产亚洲av高清涩受| 女人高潮潮喷娇喘18禁视频| 国产亚洲欧美98| 村上凉子中文字幕在线| 夜夜夜夜夜久久久久| 午夜福利18| 欧美3d第一页| 啦啦啦免费观看视频1| 精品日产1卡2卡| 亚洲精品久久成人aⅴ小说| 亚洲国产欧美人成| 又黄又粗又硬又大视频| 国产精华一区二区三区| 久久国产乱子伦精品免费另类| 91大片在线观看| 精品久久久久久久毛片微露脸| 亚洲精品一卡2卡三卡4卡5卡| 欧美日韩一级在线毛片| 亚洲片人在线观看| 一区二区三区国产精品乱码| a级毛片在线看网站| 999久久久国产精品视频| 蜜桃久久精品国产亚洲av| 亚洲国产欧美人成| 国产精品免费视频内射| 狂野欧美白嫩少妇大欣赏| 亚洲片人在线观看| 在线国产一区二区在线| 丝袜人妻中文字幕| 亚洲乱码一区二区免费版| 男女那种视频在线观看| 一夜夜www| 免费在线观看影片大全网站| 一卡2卡三卡四卡精品乱码亚洲| 亚洲精品粉嫩美女一区| 国产精品98久久久久久宅男小说| 精品熟女少妇八av免费久了| 国产主播在线观看一区二区| 色综合婷婷激情| www.www免费av| av中文乱码字幕在线| 九色国产91popny在线| 欧美日韩乱码在线| 色哟哟哟哟哟哟| 午夜福利成人在线免费观看| 国产三级黄色录像| 国产乱人伦免费视频| 精品无人区乱码1区二区| 久久亚洲精品不卡| 久久午夜综合久久蜜桃| 亚洲熟妇中文字幕五十中出| 亚洲精品av麻豆狂野| 久久久精品欧美日韩精品| 欧美乱色亚洲激情| 99国产精品一区二区蜜桃av| 日本熟妇午夜| 久久天躁狠狠躁夜夜2o2o| 动漫黄色视频在线观看| 18禁黄网站禁片午夜丰满| 午夜福利在线在线| 最新在线观看一区二区三区| 宅男免费午夜| 成人一区二区视频在线观看| 国产午夜精品久久久久久| 国产激情欧美一区二区| 午夜福利免费观看在线| 国产成+人综合+亚洲专区| 性色av乱码一区二区三区2| 无限看片的www在线观看| 51午夜福利影视在线观看| 色老头精品视频在线观看| 又大又爽又粗| 三级国产精品欧美在线观看 | 热99re8久久精品国产| 亚洲国产精品999在线| 国产精品久久电影中文字幕| 18禁国产床啪视频网站| 日韩欧美国产在线观看| 19禁男女啪啪无遮挡网站| 亚洲av片天天在线观看| 一夜夜www| 免费无遮挡裸体视频| 青草久久国产| 男人舔奶头视频| 特大巨黑吊av在线直播| 亚洲美女视频黄频| 国内精品久久久久精免费| 成在线人永久免费视频| 岛国在线观看网站| 非洲黑人性xxxx精品又粗又长| 欧美黄色片欧美黄色片| 搞女人的毛片| bbb黄色大片| 欧美黄色片欧美黄色片| 亚洲自偷自拍图片 自拍| 一进一出抽搐动态| 一进一出好大好爽视频| 日本熟妇午夜| 久久久精品国产亚洲av高清涩受| 99精品欧美一区二区三区四区| 老司机在亚洲福利影院| 亚洲成人久久爱视频| 美女黄网站色视频| 老熟妇乱子伦视频在线观看| 桃色一区二区三区在线观看| 亚洲精品粉嫩美女一区|