NOTES AND CORRESPONDENCE. Toward a Robust Phenomenological Expression of Evaporation Efficiency for Unsaturated Soil Surfaces
|
|
- Easter Snow
- 6 years ago
- Views:
Transcription
1 1330 JOURNAL OF APPLIED METEOROLOGY NOTES AND CORRESPONDENCE Toward a Robust Phenomenological Expression of Evaporation Efficiency for Unsaturated Soil Surfaces TERUHISA S. KOMATSU Department of Environmental Sciences, Japan Atomic Energy Research Institute, Tokai, Naka, Ibaraki, Japan 24 May 2002 and 23 December 2002 ABSTRACT The evaporation rates of water from several soil types were measured under controlled conditions. When the layer of soil is sufficiently thin, the evaporation efficiency, the ratio of the evaporation rate from the soil surface relative to that from the watered surface, is described well by a function of the mean volume fraction of water. The function has a common form for several types of soil and can be parameterized by a single parameter, the characteristic volume fraction c of water, as 1 exp( / c ). The value of c depends on the soil type and also on the wind speed. The latter dependence can be robustly described in terms of the evaporation resistance for the watered surface. These findings are expected to become a basis for calculating the evaporation efficiency for the soil with an arbitrary depth in a systematic way. 1. Introduction Evaporation of water is a key process of the hydrologic cycle on the earth. In order to simulate water circulation, it is important to estimate the evaporation rate from the surface of the land. Until now, a standard description for the evaporation rate of water from a water surface has been established (e.g., Brutsaert 1982), and the effects of environmental temperature, humidity, and wind speed can be well described. In contrast, the evaporation from soil surfaces is much harder to describe because of the vast variety of soil types. Although specific descriptions have been proposed for various applications (Mahfouf and Noilhan 1991, and references contained therein), their applicability seems to be limited because they are mostly based on measurements under limited conditions of soils, for example, the soils of a specific thickness or type. For example, Kondo et al. s (1990) results for 0.02-m-deep soil are well known and widely used in many studies. However, it is not clear if one can apply the results to soils of varying depths. It is, thus, important to develop a unified description and a robust parameterization of evaporation rate from soil surfaces, which can be applied to soil of arbitrary depth in a systematic way. In our previous study (Komatsu 2001), the evapo- Corresponding author address: Teruhisa S. Komatsu, Department of Physics, Gakushuin University, Mejiro 1-5-1, Tokyo , Japan. teruhisa.komatsu@gakushuin.ac.jp ration rate of water from several types of soil of variable thickness was systematically measured under a calm state in indoor experiments. From these experiments, it was concluded that the evaporation rate of water can be described by a unique function of the mean volume fraction of water contained in the soil, within an adequate range of thickness. The function characterizing evaporation rate is common for several types of soils and is parameterized by a single parameter, characteristic volume fraction c of water. In the present study, the experiments were conducted under the conditions in which there was wind with constant speed. As in the cases without wind, the evaporation rates for several types of materials were found to be parameterized by a unique common function for sufficiently thin layers of soils. These findings are expected to become a basis for calculating the evaporation efficiency for a soil with an arbitrary depth in a systematic way. 2. Experimental method The two different experimental conditions, as in Fig. 1, were examined. In the first case (case I), experiments were performed in the wind tunnel (whose measurement section was a 1 m 1 m cross section and was 3 m in length in the transverse direction), where wind speed and air conditions (temperature and humidity) were kept at constant values (25 C, 50% with various wind speeds). The profile of the wind velocity in the tunnel 2003 American Meteorological Society
2 SEPTEMBER 2003 NOTES AND CORRESPONDENCE 1331 FIG. 1. Experimental configurations. Pans were filled with soil and put on the weighing machine so that their surfaces were located at the same height as the bottom plate. (a) In the first case, experiments were performed in the wind tunnel. (b) In the second case, evaporation under different wind conditions was examined. measured at points above the pan by anemometer is shown in Fig. 2. Note that the velocities at a sufficiently high vertical position were constant with height. These constant values of U can be used to characterize the wind speed in the tunnel. It should be noted that the specific value of U can characterize wind speed only in the present wind tunnel. In order to study robust properties of evaporation, experiments were performed in a less controlled environment in the second case (case II). Here, the wind stream was created by a small fan placed beside the pan, and the air conditions, such as temperature and humidity, were uncontrolled. In order to keep constancy of the wind condition, the system was placed in the center of a 2 m 2 m area surrounded by vertical side walls with 1.5 m height, where only a gradual exchange of air with air outside of this area was allowed through the top of the system. A calm state in the same setting was also prepared by stopping the fan. In both cases, the soils were poured in cylindrical pans (150-mm diameter with various depths) made of acrylic plastic (whose surface is hydrophobic) until they just filled the pans, which were then placed on the base (which insulates thermal conduction from the bottom) on the electric weighing machine. An acrylic plastic plate, which had a hole of the pan size, was placed at the bottom of the system. The vertical position of the pan was adjusted so that the soil surface and the bottom plate have equal heights (see Fig. 1). In this alignment, where the boundary condition for the wind at the bottom was nearly identical with that formed by a single flat plane, we can study properties of evaporation under steady wind above a single flat plane. The weight of the pan was measured every 60 s with a resolution of g. We then calculated the evaporation rate E of water from the change in the weight and the average volumetric water content in the soil from the weight. We thus obtained the function E( ) from the measured data of the weight. At the same time, the temperature T s of the soil surface, air temperature T a, and specific humidity q a (mass density of water vapor per mass density of the air) at the height of the pans FIG. 2. Velocity profiles in the wind tunnel. The horizontal axis is the wind velocity, and the vertical axis is the height from the bottom plate. Each symbol corresponds to different settings of the wind. Rotational speeds of the controlling fan were 30 (plus), 45 (cross), 140 (circle), 230 (open square), and 340 rpm (solid square). were measured using thermocouples (T-CC), platinum resistance, and the humidity sensor (OMRON s ES2), respectively. In this experiment, we examined several kinds of media soils, including an agricultural soil summarized in Table 1. The agricultural soil was a kind of andisol sampled at a field in Tokai, Ibaraki, Japan. The two kinds of sand were sampled at a sand beach in Tokai, were well rinsed in water, and were sifted by several sieves. All media soils were fully oven dried before the start of the experiment. In addition, although it was not a real soil, cornstarch was used as a test material, which was the finest media studied here. For the initial conditions, soil particles were spread uniformly in the pans and made fully wet so that the surface of the soil was covered by water. In the present study, we focused only on the drying processes of wet soil. Because the experiments were performed indoors, there was no precipitation or radiation fluxes from the sun. 3. Parameterization of evaporation rate Let us first recall the standard formula for the evaporation rate E w from the watered surfaces, Ew a q/r a, (1) where E w is the weight of water evaporating from the unit area within the unit time, and the evaporation resistance r a is a function of wind speed; a is the mass density of the air; and q is the difference of the spe- TABLE 1. Characteristics of the soils and the corresponding experimental results. Each column represents void fraction, bulk density b (g cm 3 ), solid density s (g cm 3 ), characteristic volume fraction c0 of water, and characteristic evaporation resistance (s m 1 ) (see the text). Soil type b s c0 Sand A( m) Sand B( m) Agricultural soil Cornstarch
3 1332 JOURNAL OF APPLIED METEOROLOGY FIG. 3. (a) Temperature ( C) and humidity (%) of environmental air, (b) evaporation rate E w (g cm 2 h 1 ) from water pan in a control experiment, and (c) evaporation resistance r a (s m 1 ) (see text). cific humidity between environmental air and the water surface; that is, q q s q a, where q s is assumed to be equal to the saturated value at the temperature of the surface, that is, q s q sat (T s ). {Here we use the formula q sat (T) [0.622e sat (T)/p]/[ e sat (T)/p], where p is the atmospheric pressure and e sat (T) T/(237.3 T) (hpa).} In our study, the evaporation rate E w, the temperatures, and the humidities were measured, and the evaporation resistance r a was computed by inverting Eq. (1). In Fig. 3, we present results for Eq. (1). Figure 3a is the time series of the temperature and the humidity of environmental air in case II with no wind. Because the environment was uncontrolled in case II, the data in Fig. 3a show daily fluctuation, which results in the fluctuation of the evaporation rate E w, as seen in Fig. 3b. On the other hand, the evaporation resistance r a plotted in Fig. 3c shows relatively small fluctuation. This suggests that r a can robustly parameterize the evaporation rate even in a fluctuating environment. Now let us examine the evaporation from the soil surfaces. We introduce an empirical parameter called evaporation efficiency, which is the ratio between the evaporation rate from the soil surface and that from the watered surface. More precisely, it is defined by the relation E a q/r a, (2) where E is the evaporation rate of water from the soil surface, and q is, as before, the difference of the specific humidity ( q q s q a ), but between environmental air and the soil surface (q s is assumed to be equal to the saturated value at the temperature of the soil surface), and r a is the evaporation resistance from the watered surface (the saturated soil evaporation resistance). Because r a is obtained from the results of control experiments with the water pans and from Eq. (1), FIG. 4. Evaporation efficiency vs volumetric water content for various soil thicknesses. The type of soil, speed of wind U, and thicknesses of the samples are displayed in each figure. The guide lines in each figure is 1 exp( / c ) with (a) c 0.07, (b) c 0.08, (c) c 0.028, (d) c 0.035, (e) c 0.028, and (f) c 0.1. can be obtained from the experimental runs. At the primary stage of evaporation where soils were sufficiently wet, the evaporation rate from the soil pan was almost equal to that from the water pan, and we obtained 1. As evaporation proceeds and the soil becomes increasingly dry, evaporation was strongly restricted by the presence of the soils, and, hence, decreased. Because the evaporation rate from the fully wet soil surfaces was almost equal to that from water surfaces, the values of r a can also be calculated from the data at the primary stage within measurement errors. Using the obtained r a, the values of ( ) were calculated from E( ). 4. Experimental results In Fig. 4, the evaporation efficiency for the soil samples (agricultural soil, sand, and cornstarch) with various thicknesses under the equal wind condition in case I is shown as a function of average volumetric water content. Here, one finds that the form of ( ) changes with thicknesses. For the thinner samples, ( ) has a monotonically increasing convex form and seems to converge to a unique convex function of in the limit of the thin layer. For the thicker samples, on the other
4 SEPTEMBER 2003 NOTES AND CORRESPONDENCE 1333 FIG. 5. The dependence of the characteristic volumetric water content c on the strength of the wind. The horizontal axis represents the inverse of evaporation resistance from the water surface. Symbols represent soil types: sand A (circle), sand B (triangle), agricultural soil (square), and cornstarch (inverted triangle). Data from case I (filled symbols) and II (open symbols) are shown. Each guide line is c c0 (1 /r a ). hand, ( ) has a monotonically increasing S-shaped form and is not described by a simple common function. This S-shaped form of ( ) is qualitatively similar to results from Kondo (1990). Nevertheless, our results indicate that the expression for the evaporation efficiency of the samples with a definite thickness cannot be applied to samples with different thicknesses. The nonuniversal behavior of ( ) found in thicker layers may be caused by nonuniformity in the vertical distribution of water in the soil. For a thicker soil layer, the local water content near the surface and that near the bottom would be totally different; for example, the surface may be dry when the bottom is wet. For a thinner soil layer, on the other hand, the nonuniformity would be relatively smaller, and, thus, the local water content near the surface could be approximated by the average water content. This explains the convergence of ( ). From Fig. 4, it is found that the values of are smaller in the thicker case for the same values of. This is reasonable because the surface of thicker samples could be more dry for the same value of and, thus, the values of the evaporation efficiency for thicker samples could be lower. The crossover length for the convergence of is found to depend on the wind speed and also to be smaller under higher wind speeds (comparing Figs. 4a and 4b). This is reasonable because the nonuniformity of vertical distribution of water is larger when the wind speed is higher. It is reasonable to conclude that the converged forms of evaporation efficiency ( ) in the limit of the thin layer reflects the property of the soil itself. Furthermore, it is found that the limiting ( ) for various soil types and various wind speeds can be well approximated by a single common function as 1 exp( / ). c (3) FIG. 6. Scaled characteristic volumetric water content c / c0 vs 1/r a. This figure is the replot of the same data in Fig. 5. Symbols are used in the same manner as in Fig. 5. Here, c, which we call characteristic volumetric water content, is a single parameter that characterizes the soil type and the wind speed. We note that the convergence of ( ) in the thin limit and the common form Eq. (3) in the calm state were already noted by the present author (Komatsu 2001). In order to estimate c reliably, sufficiently thin samples where ( ) converges to the limit should be used. The convergence was checked by testing the linearity of the plot of log [1 ( )] versus, and experiments with thinner layers were conducted until the convergence was confirmed. In most cases, data in the range were used for these analysis. The characteristic volumetric water content c depends not only on the soil type but also on the wind speed. In order to investigate the latter dependence systematically, data must be plotted versus the wind speed. As noted before, U can characterize the wind speed only in the present wind tunnel, and so it is more suitable to plot the data versus another more robust variable that robustly characterizes wind speed. For such a variable, r a was selected here. It is natural because r a is almost solely determined by wind speed, and it can robustly parameterize the evaporation rate, as shown in Fig. 3. In Fig. 5, the values of c for four soil samples (agricultural soil, two kinds of sand, and corn starch) are shown versus 1/r a, where data in case I and II are plotted at the same time. It is found that data in case I and II for the same soil type agree well, and that c linearly depends on 1/r a. The relation is summarized as c c0(1 /r a ), (4) where c0 and are given in Table 1. Figure 6 is the replot of same data in Fig. 5, where the vertical axis is scaled as c / c0. From this figure, it is observed that differences of among different soil types are small when compared with the measurement errors, and is estimated around 100 s m 1. Because has less dependence on the soil type, c0 is the essential parameter classifying each soil type. Thus, Eq. (4) includes the
5 1334 JOURNAL OF APPLIED METEOROLOGY effect of the wind through /r a and that of the soil type through c0. 5. Summary and discussion The evaporation efficiency [see Eq. (2) for the definition], as a function of the average volumetric water content, was measured for various soil types under various constant wind speeds. Surprisingly, ( ) in the limit of the thin layer was well described by a single common function as Eq. (3). The only arbitrary parameter c in Eq. (3) was further reduced to the simple form of Eq. (4), where c0 and /r a characterized the soil type and the wind speed, respectively. This finding is expected to become a basis of systematic calculation of evaporation from various types of soil surfaces under various environments. We conjecture that the common result found for thin layers of several soil types, which was that the evaporation efficiency can be expressed as in Eq. (3), holds for the homogeneous system composed of granular substances. Because materials used in our experiments are limited to several kinds, exhaustive works for other soil materials should be done in the future. Considerations about inhomogeneous systems and systems with different pan sizes are also issues in the future. In our system, temperature variation was about 10 and temperature dependence of our results was not fully investigated. Solar radiation effects, which are a major factor of evaporation in a real field, were not considered here, but it might be treated as another problem in predicting the surface temperature. The assumption that the humidity at the soil surface was equal to the saturated humidity at the temperature of the surface might be modified. Detailed studies for temperature dependence of the parameterization will clarify these points. Here we employed the description [Eq. (2)] of the evaporation rate for unsaturated soil surfaces, which was based on evaporation efficiency and the so-called method. There is also another description, called the method, where parameter is introduced by the relation, E a ( q sat q a )/r a, instead of Eq. (2). Comparing this form and Eq. (2), the relation 1 q/q sat (1 ) is obtained. Then, has the similar form to Eq. (3) with some offset values of due to the factor q/q sat. Because this offset value depends on the difference of the specific humidity, we can select the better method of parameterization by comparing the dependence on humidity. To clarify the relative merits between two methods, more detailed study under various humidity conditions must be done; these are future issues. Theoretical estimation of c0 and (those parameters characterize soil types and dependence on the wind), and simple theoretical interpretation of the exponential forms of Eqs. (3) and (4) will lead to a better understanding of evaporation processes. As a first step toward a robust phenomenological description of evaporation, the expressions in the limit of the thin layer, Eqs. (3) and (4), are obtained here. The next step will be to deduce the evaporation efficiency for the samples with arbitrary depth based on these results. As noted before, the S-shaped form of ( ), for thicker samples, originates from the nonuniformity in the vertical distribution of water in the soil. Thus, if we can estimate the distribution of water and water content s at the surface for a given average water content, we can obtain evaporation efficiency as ( s ) using Eq. (3). It would be interesting to investigate how correctly this procedure can reproduce evaporation efficiency for thicker samples by some model calculations. Acknowledgments. The author thanks H. Yamazawa and M. Hayano for their helpful advice and discussions. He also thanks H. Tasaki for his critical reading of this manuscript and acknowledges T. Kishii, Y. Kuzuha, and all members at the Atmospheric and Hydrospheric Science Division, National Research Institute of Earth Science and Disaster Prevention (NIED). This research were performed in part as joint research between JAERI and NIED, and the experiments in the wind tunnel were performed at NIED. REFERENCES Brutsaert, W., 1982: Evaporation into the Atmosphere. Kluwer Academic, 309 pp. Komatsu, T. S., 2001: Evaporation speed of water from various soil surfaces under calm state. J. Phys. Soc. Japan, 70, Kondo, J., N. Saigusa, and T. Sato, 1990: A parameterization of evaporation from bare soil surfaces. J. Appl. Meteor., 29, Mahfouf, J. F., and J. Noilhan, 1991: Comparative study of various formulations of evaporation from bare soil using in situ data. J. Appl. Meteor., 30,
Modelling the Evaporation from Bare Soil. with a Formula for Vaporization in the Soil Pores
June 1994 J. Kondo and N. Saigusa 413 Modelling the Evaporation from Bare Soil with a Formula for Vaporization in the Soil Pores By Junsei Kondo Geophysical Institute, Tohoku University, Sendai, 980, Japan
More informationWIND TUNNEL STUDY OF SAND TRANSPORT ON SURFACES COMPOSED OF BI-MODAL GRAIN-SIZE DISTRIBUTION
WIND TUNNEL STUDY OF SAND TRANSPORT ON SURFACES COMPOSED OF BI-MODAL GRAIN-SIZE DISTRIBUTION Souich Harikai, Susumu Kubota 2 and Shintaro Hotta 3 The transports rates and the threshold shear velocity on
More informationWater balance in soil
Technische Universität München Water balance Water balance in soil Arno Rein Infiltration = + precipitation P evapotranspiration ET surface runoff Summer course Modeling of Plant Uptake, DTU Wednesday,
More informationLecture 5: Transpiration
5-1 GEOG415 Lecture 5: Transpiration Transpiration loss of water from stomatal opening substomatal cavity chloroplasts cuticle epidermis mesophyll cells CO 2 H 2 O guard cell Evaporation + Transpiration
More informationEvaluation Methods of Concrete Carbonation Suppressive Performance of Surface Coating
Evaluation Methods of Concrete Carbonation Suppressive Performance of Surface Coating Kenji Motohashi Shibaura Institute of Technology, Japan Toyosu 3-7-, Koto-Ku, 13-848 Japan, motoken@shibaura-it.ac.jp
More informationWater Resources Engineering. Prof. R. Srivastava. Department of Water Resources Engineering. Indian Institute of Technology, Kanpur.
Water Resources Engineering Prof. R. Srivastava Department of Water Resources Engineering Indian Institute of Technology, Kanpur Lecture # 13 Today we will continue to discuss some of the abstractions
More informationSurface heat turbulent fluxes: comparison of Bowen ratio and aerodynamic techniques
Surface heat turbulent fluxes: comparison of Bowen ratio and aerodynamic techniques A. de Miguel and J. Bilbao Department of Applied Physics I Sciences Faculty. University of Valladolid (Spain). E-mail:julia@cpd.
More informationWater Science and the Environment
Water Science and the Environment HWRS 201 Dr. Zreda Mr. Ghasemian Fall 2015 Surface Evaporation: Overview Evaporation is a process that transfers energy from the Earth s surface to the atmosphere. Some
More informationSimplified Procedure for Unsaturated Flow Parameters
American Journal of Applied Sciences 8 (6): 635-643, 2011 ISSN 1546-9239 2011 Science Publications Simplified Procedure for Unsaturated Flow Parameters 1 Natthawit Jitrapinate, 2,3 Vichai Sriboonlue, 3
More informationLITERATURE REVIEW OF NATURAL VENTILATION Pedro Romero
LITERATURE REVIEW OF NATURAL VENTILATION Pedro Romero Natural ventilation is a passive technique for greenhouse cooling that can be applied in Mexico due to its relatively cheap cost, comparing to other
More informationA Simple Method for Estimating the Rate of Evaporation from a Dry Sand Surface. Tetsuo KOBAYASHI*, Akiyoshi MATSUDA** and MakioKAMICHIKA**
(J. Agr. Met.) 44 (4): 269-274,1989 A Simple Method for Estimating the Rate of Evaporation from a Dry Sand Surface Tetsuo KOBAYASHI*, Akiyoshi MATSUDA** and MakioKAMICHIKA** * Faculty of Agriculture, Kyushu
More information2012 Soil Mechanics I and Exercises Final Examination
2012 Soil Mechanics I and Exercises Final Examination 2013/1/22 (Tue) 13:00-15:00 Kyotsu 155 Kyotsu 1 Kyotsu 3 W2 Lecture room Attention: There are four questions and four answer sheets. Write down your
More informationInterference of Wind Turbines with Different Yaw Angles of the Upstream Wind Turbine
42nd AIAA Fluid Dynamics Conference and Exhibit 25-28 June 2012, New Orleans, Louisiana AIAA 2012-2719 Interference of Wind Turbines with Different Yaw Angles of the Upstream Wind Turbine Ahmet Ozbay 1,
More informationThermal Conduction and Surface Area
Chapter 16 Thermal Energy and Heat Investigation 16A Thermal Conduction and Surface Area Background Information The quantity of energy transferred by heat from a body depends on a number of physical properties
More informationIndex. STP523-EB/Jul Magnitudes (see Reliability and Reproducibility under Inplace, Maximum, Minimum, and Relative density) Types, 75, 77, 488
STP523-EB/Jul. 1973 Index A Allowable fines, 6, 349, 350, 355, 359 Angularity (see Roundness criteria) C Coarse aggregate correction, 221, 224-231, 431 Compressibility Plate load, 277, 395 Sensitivity,
More informationHydrologic Cycle. Water Availabilty. Surface Water. Groundwater
Hydrologic Cycle Hydrologic ydoogccyce cycle Surface Water Groundwater Water Availabilty 1 Hydrologic Cycle Constant movement of water above, on, and, below the earth s surface (Heath) Endless circulation
More informationIntroduction to Land Surface Modeling Hydrology. Mark Decker
Introduction to Land Surface Modeling Hydrology Mark Decker (m.decker@unsw.edu.au) 1) Definitions 2) LSMs 3) Soil Moisture 4) Horizontal Fluxes 5) Groundwater 6) Routing Outline 1) Overview & definitions
More informationNumerical Modeling of Slab-On-Grade Foundations
Numerical Modeling of Slab-On-Grade Foundations M. D. Fredlund 1, J. R. Stianson 2, D. G. Fredlund 3, H. Vu 4, and R. C. Thode 5 1 SoilVision Systems Ltd., 2109 McKinnon Ave S., Saskatoon, SK S7J 1N3;
More informationModule 5 Measurement and Processing of Meteorological Data
Module 5 Measurement and Processing of Meteorological Data 5.1 Evaporation and Evapotranspiration 5.1.1 Measurement of Evaporation 5.1.2 Pan Evaporimeters 5.1.3 Processing of Pan Evaporation Data 5.1.4
More informationExperimental Study of Pre-mixed Flames on a Multi-Hole Matrix Burner
International Journal of Integrated Engineering, Vol. 4 No. 1 (2012) p. 1-5 Experimental Study of Pre-mixed Flames on a Multi-Hole Matrix Burner Arvind Jatoliya 1, B. Pandian 1 and Vasudevan Raghavan 1,*
More informationDynamic thermal simulation of horizontal ground heat exchangers for renewable heating and ventilation of buildings
Dynamic thermal simulation of horizontal ground heat exchangers for renewable heating and ventilation of buildings Guohui Gan Department of Architecture and Built Environment, University of Nottingham,
More informationDigging Deeper SOLAR ENERGY. Forms of Solar Energy
a) Is the wind speed the same in the morning; the afternoon; the evening? b) Move your anemometer to another location. Is it windier in other places? c) Do trees or buildings block the wind? 7. Back in
More informationModeling of Environmental Systems
Modeling of Environmental Systems The next portion of this course will examine the balance / flows / cycling of three quantities that are present in ecosystems: Energy Water Nutrients We will look at each
More informationFigure 1: Schematic of water fluxes and various hydrologic components in the vadose zone (Šimůnek and van Genuchten, 2006).
The evapotranspiration process Evapotranspiration (ET) is the process by which water is transported from the earth surface (i.e., the plant-soil system) to the atmosphere by evaporation (E) from surfaces
More informationTable 2 : Tabular entry for Specific Gravity Test on Soil
c) Why pycnometer has a conical top with a opening? The purpose of conical top is to reduce the cross section gradually to a minimum such that any difference in level of water in different stages should
More informationThe Effects of Light Intensity on Soil Depth of Different Moisture Contents using Laser Sensor
International Journal of Scientific and Research Publications, Volume 6, Issue 5, May 2016 488 The Effects of Light Intensity on Soil Depth of Different Moisture Contents using Laser Sensor Emmanuel Atta
More informationSieve Analysis. Introduction
= Sieve Analysis Introduction In order to classify a: soil for engineering purposes, one needs to know the distribution of the size of grains in a given soil mass. Sieve analysis is a method used to deter
More informationMeasurement of Microstructure
Measurement of Microstructure QUANTIFYING MICROSTRUCTURAL PARAMETERS has received considerable attention in recent years and success in developing procedures and using such data to develop structure/property
More informationFeasibility study of a roof top Solar room heater
Feasibility study of a roof top Solar room heater Tejinder Kumar Jindal Assistant Professor Aerospace Engineering Department PEC University of Technology Chandigarh Abstract: The present work describes
More informationISO/TC 238. Secretariat: SIS Solid biofuels Determination of particle size distribution for uncompressed fuels
DRAFT INTERNATIONAL STANDARD ISO/DIS 17827-2 Solid biofuels Determination of particle size distribution for uncompressed fuels Part 2: Vibrating screen method using sieves with aperture of 3,15 mm and
More informationExperimental Performance Analyses of a Heat Recovery System for Mechanical Ventilation in Buildings
Available online at www.sciencedirect.com ScienceDirect Energy Procedia 82 (2015 ) 465 471 ATI 2015-70th Conference of the ATI Engineering Association Experimental Performance Analyses of a Heat Recovery
More informationA simple model for low flow forecasting in Mediterranean streams
European Water 57: 337-343, 2017. 2017 E.W. Publications A simple model for low flow forecasting in Mediterranean streams K. Risva 1, D. Nikolopoulos 2, A. Efstratiadis 2 and I. Nalbantis 1* 1 School of
More informationA NEW APPARATUS FOR FLAME SPREAD EXPERIMENTS
th International Conference on Structural Mechanics in Reactor Technology (SMiRT ) - A NEW APPARATUS FOR FLAME SPREAD EXPERIMENTS Johan Mangs VTT Technical Research Centre of Finland, Espoo, Finland ABSTRACT
More informationcontaminated, or if the location of the assembly house is well above sea level.
VAPOR PHASE REFLOW S EFFECT ON SOLDER PASTE RESIDUE SURFACE INSULATION RESISTANCE Karen Tellefsen. Mitch Holtzer, Corne Hoppenbrouwers Alpha Assembly Solutions South Plainfield, NJ, USA Roald Gontrum SmartTech
More informationSET PROJECT STRUCTURAL ANALYSIS OF A TROUGH MODULE STRUCTURE, IN OPERATION AND EMERGENCY Luca Massidda
SET PROJECT STRUCTURAL ANALYSIS OF A TROUGH MODULE STRUCTURE, IN OPERATION AND EMERGENCY Luca Massidda Table of Contents Introduction... 2 Finite element analysis... 3 Model description... 3 Mirrors...
More informationBAEN 673 / February 18, 2016 Hydrologic Processes
BAEN 673 / February 18, 2016 Hydrologic Processes Assignment: HW#7 Next class lecture in AEPM 104 Today s topics SWAT exercise #2 The SWAT model review paper Hydrologic processes The Hydrologic Processes
More informationPerformance Evaluation of Cooling Tower in Thermal Power Plant - A Case Study of RTPS, Karnataka
Performance Evaluation of Cooling Tower in Thermal Power Plant - A Case Study of RTPS, Karnataka Pushpa B. S, Vasant Vaze, P. T. Nimbalkar Abstract: An evaporative cooling tower is a heat exchanger where
More informationVADOSE/W 2D Tutorial
1 Introduction VADOSE/W 2D Tutorial This example illustrates the basic methodology for simulating soil-climate interaction of an engineered soil cover system placed over a waste. The primary objective
More informationNumerical method for modelling spray quenching of cylindrical forgings
Modellazione Numerical method for modelling spray quenching of cylindrical forgings M. Soltani, A. Pola, G. M. La Vecchia, M. Modigell Nowadays, in steel industries, spray quenching has been used as a
More informationVADOSE/W 2D Tutorial
Elevation 1 Introduction VADOSE/W 2D Tutorial This example illustrates the basic methodology for simulating soil-climate interaction of an engineered soil cover system placed over a waste. The primary
More informationAn Experimental Study on Exploring the Possibility of Applying Artificial Light as Radiation in Wind Tunnel
Academic Article Journal of Heat Island Institute International Vol. 9-2 (2014) An Experimental Study on Exploring the Possibility of Applying Artificial Light as Radiation in Wind Tunnel Ye Lin* 1 * 2
More informationSupplementary Figure 1 XPS spectra of the Sb 2 Te 3 ChaM dried at room temperature near (a) Sb region and (b) Te region. Sb 3d 3/2 and Sb 3d 5/2
Supplementary Figure 1 XPS spectra of the Sb 2 Te 3 ChaM dried at room temperature near (a) Sb region and (b) Te region. Sb 3d 3/2 and Sb 3d 5/2 peaks correspond to Sb metallic bonding and the peaks of
More informationPage 1. Name:
Name: 7574-1 - Page 1 1) The diagram below shows the result of leaving an empty, dry clay flowerpot in a full container of water for a period of time. The water level in the container dropped to level
More informationSWELL AND SWELLING POTENTAL PRESSURE TESTS
SWELL AND SWELLING POTENTAL PRESSURE TESTS When geotechnical engineers refer to expansive soils, we usually are thinking about clays, and the volume changes that occur as a result of changes in moisture
More informationUNIT HYDROGRAPH AND EFFECTIVE RAINFALL S INFLUENCE OVER THE STORM RUNOFF HYDROGRAPH
UNIT HYDROGRAPH AND EFFECTIVE RAINFALL S INFLUENCE OVER THE STORM RUNOFF HYDROGRAPH INTRODUCTION Water is a common chemical substance essential for the existence of life and exhibits many notable and unique
More informationChapter 11 Compressibility of Soil
Page 11 1 Chapter 11 Compressibility of Soil 1. The compression of soil layers as a result of foundation or other loadings is caused by (a) deformation of soil particles. (b) relocation of soil particles.
More informationRecent developments at Météo-France for converting IFS soil variables for the ISBA scheme
Recent developments at Météo-France for converting IFS soil variables for the ISBA scheme J. Ferreira, F. Bouyssel, J.-F. Mahfouf Météo-France/CNRM March 16, 2009 Need to run the Météo-France models (ALADIN,
More informationExperimental Study of Pavement Body Configurations of the. Evaporative Cooling Pavement System with a Focus on Rainwater
1 th International Conference on Concrete Block Paving Shanghai, Peoples Republic of China, November 24-26, 212 Experimental Study of Pavement Body Configurations of the Evaporative Cooling Pavement System
More informationTOOLS AND TIPS FOR MEASURING THE FULL SOIL MOISTURE RELEASE CURVE
18188-00 6.9.2017 TOOLS AND TIPS FOR MEASURING THE FULL SOIL MOISTURE RELEASE CURVE HOW TO CREATE A FULL MOISTURE RELEASE CURVE USING THE WP4C AND HYPROP Creating a full moisture release curve is challenging.
More informationTex-204-F, Design of Bituminous Mixtures
Overview Effective: August 1999 August 2000. Use this procedure to determine the proper proportions of approved aggregates and asphalt which, when combined, will produce a mixture that will satisfy the
More informationDevice Simulation of Grain Boundaries in Lightly Doped Polysilicon Films and Analysis of Dependence on Defect Density
Jpn. J. Appl. Phys. Vol. 40 (2001) pp. 49 53 Part 1, No. 1, January 2001 c 2001 The Japan Society of Applied Physics Device Simulation of Grain Boundaries in Lightly Doped Polysilicon Films and Analysis
More informationEquipment for Engineering Education
Equipment for Engineering Education Operating Instructions HM70.24 Boundary Layer Plate G.U.N.T. Gerätebau GmbH P.O. Box 25 D-2288 Barsbüttel Germany Phone (040) 670854-0 Fax (040) 670854-4 Table of Contents
More informationLooking at movement of energy through natural systems
Hydrologic Cycle Looking at movement of energy through natural systems http://www.cet.nau.edu/projects/swra/research.html Hydrologic Cycle Berner and Berner, The Global Water Cycle, 1987 Hydrologic Cycle
More informationCommon Core State Standards. Next Generation Science Standards
EVAPORATION INVESTIGATION Description Students conduct an experiment to investigate the effects of various factors on the rate of evaporation. Grade Level 6 12 Objectives Students will: Make a prediction
More informationAvailable online at ScienceDirect
Available online at www.sciencedirect.com ScienceDirect Procedia Engineering 71 ( 2014 ) 16 21 Experimental Study on Temperature Distribution of Concrete Filled Steel Tube Reinforced Concrete Square Short
More informationIntroduction. Objective
Introduction In this experiment, you will use thin-film evaporator (TFE) to separate a mixture of water and ethylene glycol (EG). In a TFE a mixture of two fluids runs down a heated inner wall of a cylindrical
More information3.3 Air temperature. Types of instruments
3.3 Air temperature 3.3 Air temperature Air temperature is measured with a. Thermometers are substantially affected by radiation. For accurate measurement they should be installed within a shelter to avoid
More informationCHAPTER ONE : INTRODUCTION
CHAPTER ONE : INTRODUCTION WHAT IS THE HYDROLOGY? The Hydrology means the science of water. It is the science that deals with the occurrence, circulation and distribution of water of the earth and earth
More information8.2 Pool Boiling Regimes
8.2 Pool Boiling Regimes The classical pool boiling curve is a plot of heat flux, q", versus excess temperature, ΔT = T w T sat. As the value of the excess temperature increases, the curve traverses four
More information{001} Texture Map of AA5182 Aluminum Alloy for High Temperature Uniaxial Compression
Materials Transactions, Vol., No. (00) pp. 6 to 67 #00 The Japan Institute of Light Metals {00} Texture Map of AA8 Aluminum Alloy for High Temperature Uniaxial Compression Hyeon-Mook Jeong*, Kazuto Okayasu
More informationForced convection in drying of poultry manure
Agronomy Research 13(1), 215 222, 2015 Forced convection in drying of poultry manure A. Aboltins 1,* and P. Kic 2 1 Latvia University of Agriculture, Institute of Agricultural Machinery, Cakstes blvd.
More informationResponse to referee #1 s comments
Response to referee #1 s comments Major revisions: (1) We have rewritten section 4.2 to clarify our target and relevant details; (2) All models are re-run with some parameters derived from observed radiation
More informationCharacterizing the Surface Energy Budget Relationship to Hypoxia of Western Long Island Sound in mid-summer 2004 and 2005
Characterizing the Surface Energy Budget Relationship to Hypoxia of Western Long Island Sound in mid-summer 2004 and 2005 Steven R. Schmidt and James P. Boyle Ph.D. Physics, Astronomy, and Meteorology
More informationSpray water cooling heat transfer under oxide scale formation conditions
Advanced Computational Methods in Heat Transfer IX 163 Spray water cooling heat transfer under oxide scale formation conditions R. Viscorova 1, R. Scholz 2, K.-H. Spitzer 1 and J. Wendelstorf 1 1 Institute
More informationRadiative forcing of climate change
Radiative forcing of climate change Joanna D. Haigh Imperial College of Science, Technology and Medicine, London Radiative forcing concept, definition and applications On a global and annual average, and
More informationCIV E Geotechnical Engineering I Consolidation
Purpose Determine the magnitude and time rate of settlement for a compressible cohesive soil. Required reading Das 2006 Sections 10.4 to 10.16 (pages 312 to 358). Theory Bringing soil samples into the
More informationSieve Analysis. 4.1 lntroduction. 4.2 Equipment. 4.3 Procedure 4 I I
Sieve Analysis 4.1 lntroduction In order to classify a soil for engineering pulposes, one needs to know the distribution of the grain sizes in a given soil mass. Sieve analysis is a method used to determine
More informationEffect of Heat and Air on Asphalt Materials (Thin-Film Oven Test)
Standard Method of Test for Effect of Heat and Air on Asphalt Materials (Thin-Film Oven Test) AASHTO Designation: T 179-05 (2009) 1 ASTM Designation: D 1754-97 (2002) American Association of State Highway
More informationModule 2 Measurement and Processing of Hydrologic Data
Module 2 Measurement and Processing of Hydrologic Data 2.1 Introduction 2.1.1 Methods of Collection of Hydrologic Data 2.2 Classification of Hydrologic Data 2.2.1 Time-Oriented Data 2.2.2 Space-Oriented
More informationMechanical Analysis of Soil. Mechanical Analysis of Soil. CIVL 1112 Sieve Analysis 1/7. As complex as it is, soil can be described simply.
IVL 111 1/7 As complex as it is, soil can be described simply. It consists of four major components: air, water, organic matter, and mineral matter. The structure of soil determines its suitability for
More informationMASS PER CUBIC FOOT (METER), YIELD, AND AIR CONTENT (GRAVIMETRIC) OF FRESHLY MIXED CONCRETE (Kansas Test Method KT-20)
5.9.20 MASS PER CUBIC FOOT (METER), YIELD, AND AIR CONTENT (GRAVIMETRIC) OF FRESHLY MIXED CONCRETE (Kansas Test Method ) 1. SCOPE This method of test covers the procedure for determining the mass per cubic
More informationClosed Systems A closed system is a system in which energy, but not matter is exchanged with the surroundings.
2.2 Notes Objectives Compare an open system with a closed system. List the characteristics of Earth s four major spheres. Identify the two main sources of energy in the Earth system. Identify four processes
More informationEvaporation from soil surface in presence of shallow water tables
New Directions for Surface Water MKfe/wig(Proceedings of the Baltimore Symposium, May 1989) IAHSPubl.no. 181,1989. Evaporation from soil surface in presence of shallow water tables HAMEED R. RASHEED Professor
More informationPhysical Simulation of a CZ-Process of Semiconductor Single Crystal Growth
International Scientific Colloquium Modeling for Saving Resources Riga, May 17-18, 2001 Physical Simulation of a CZ-Process of Semiconductor Single Crystal Growth L. Gorbunov, A. Klyukin, A. Pedchenko,
More informationMatter and Energy in the Environment
CHAPTER 20 LESSON 2 Key Concept How does matter move in ecosystems? Matter and Energy in the Environment Cycles of Matter What do you think? Read the two statements below and decide whether you agree or
More informationMatter and Energy in the Environment
CHAPTER 12 LESSON 2 Key Concept How does matter move in ecosystems? Matter and Energy in the Environment Cycles of Matter What do you think? Read the two statements below and decide whether you agree or
More informationSOURCES OF WATER SUPPLY GROUND WATER HYDRAULICS
SOURCES OF WATER SUPPLY GROUND WATER HYDRAULICS, Zerihun Alemayehu GROUNDWATER Groundwater takes 0.6% of the total water in the hydrosphere 0.31% of the total water in the hydrosphere has depth less than
More information2. Inclined solar panel basin solar still in passive and active. mode
2. Inclined solar panel basin solar still in passive and active mode Principal Investigator: - Ravishankar. S Abstract: In this research work, an attempt has been made to study the effect of integration
More informationEffect of Welding Process Conditions on Angular Distortion Induced by Bead-on-plate Welding
ISIJ International, Vol. 58 (2018), ISIJ International, No. 1 Vol. 58 (2018), No. 1, pp. 153 158 Effect of Welding Process Conditions on Angular Distortion Induced by Bead-on-plate Welding Masahito MOCHIZUKI
More informationCOMPARATIVE SUMMER THERMAL AND COOLING LOAD PERFORMANCE OF NATURAL VENTILATION OF CAVITY ROOF UNDER THREE DIFFERENT CLIMATE ZONES
COMPARATIVE SUMMER THERMAL AND COOLING LOAD PERFORMANCE OF NATURAL VENTILATION OF CAVITY ROOF UNDER THREE DIFFERENT CLIMATE ZONES Lusi Susanti 1, Hiroshi Matsumoto 2, and Hiroshi Homma 2 1 Department of
More informationCONFIGURATION OF MICRO-LAYER IN BOILING IN NARROW GAPS FOR WATER
ISTP-16, 5, PRAGUE 16 TH INTERNATIONAL SYMPOSIUM ON TRANSPORT PHENOMENA CONFIGURATION OF MICRO-LAYER IN BOILING Yoshio UTAKA *, Yutaka TASAKI ** & Shuhei Okuda * * Division of Systems Research, Faculty
More informationDr. J. Wolters. FZJ-ZAT-379 January Forschungszentrum Jülich GmbH, FZJ
Forschungszentrum Jülich GmbH, FZJ ZAT-Report FZJ-ZAT-379 January 2003 Benchmark Activity on Natural Convection Heat Transfer Enhancement in Mercury with Gas Injection authors Dr. J. Wolters abstract A
More informationMolecular Dynamics Simulation of Nanoparticle Chain Aggregate Sintering
Mater. Res. Soc. Symp. Proc. Vol. 978 2007 Materials Research Society 0978-GG16-04 Molecular Dynamics Simulation of Nanoparticle Chain Aggregate Sintering Takumi Hawa 1,2 and Michael R Zachariah 1,2 1
More informationinter.noise 2000 The 29th International Congress and Exhibition on Noise Control Engineering August 2000, Nice, FRANCE
Copyright SFA - InterNoise 2000 1 inter.noise 2000 The 29th International Congress and Exhibition on Noise Control Engineering 27-30 August 2000, Nice, FRANCE I-INCE Classification: 4.3 LABORATORY TEST
More informationReduction the Effect of Heat Transmission for the Heat Capacity of Building Wall in Summer
American Journal of Agriculture and Forestry 2018; 6(4): 88-97 http://www.sciencepublishinggroup.com/j/ajaf doi: 10.11648/j.ajaf.20180604.15 ISSN: 2330-8583 (Print); ISSN: 2330-8591 (Online) Reduction
More informationMeasuring discharge. Climatological and hydrological field work
Measuring discharge Climatological and hydrological field work 1. Background Discharge (or surface runoff Q s) refers to the horizontal water flow occurring at the surface in rivers and streams. It does
More informationCEEN Laboratory 1 Mechanical Sieve Analysis Specific Gravity of Soil Solids Gravimetric/Volumetric Relations
INTRODUCTION CEEN 3160 - Laboratory 1 Mechanical Sieve Analysis Specific Gravity of Soil Solids Gravimetric/Volumetric Relations Grain size analysis is widely used for the classification of soils and for
More informationKirti Kanaujiya, Yugesh Mani Tiwari
International Journal of Scientific & Engineering Research, Volume 6, Issue 9, September-2015 1336 Experimental Investigation on Solidification Rate and Grain Size for Centrifugal Casting Kirti Kanaujiya,
More informationTESTS ON AGGREGATES 58
TESTS ON AGGREGATES 58 59 3.1 DETERMINATION OF INDICES (FLAKINESS AND ELONGATION) STANDARD IS: 2386 (Part 1) 1963. DEFINITION The Flakiness Index of aggregates is the percentage by weight of particles
More informationFujii labotatory, Depertment of Nuclear Engineering and Management, University of Tokyo Tel :
Evaluation of the Optimal Power Generation Mix with Regional Power Interchange considering Output Fluctuation of Photovoltaic System and Power Generation Fujii labotatory, Depertment of Engineering and
More informationSOIL PROPERTY EFFECTS ON WIND EROSION OF ORGANIC SOILS
SOIL PROPERTY EFFECTS ON WIND EROSION OF ORGANIC SOILS 1 Wind Erosion & Water Conservation Research Unit, USDA-ARS, Lubbock, TX, USA 2 Wind Erosion & Water Conservation Research Unit, USDA- ARS, Big Spring,
More informationCHAPTER 5: DIFFUSION IN SOLIDS
CHAPTER 5: DIFFUSION IN SOLIDS ISSUES TO ADDRESS... How does diffusion occur? Why is it an important part of processing? How can the rate of diffusion be predicted for some simple cases? How does diffusion
More informationFrictional Coefficients of the Passive Titanium Surfaces Evaluated with In-situ and Ex-situ Nano-scratching Tests
Volume 6 Paper C097 Frictional Coefficients of the Passive Titanium Surfaces Evaluated with In-situ and Ex-situ Nano-scratching Tests M. Seo, Y. Kurata and M. Chiba Graduate School of Engineering, Hokkaido
More informationHealthy Buildings 2017 Europe July 2-5, 2017, Lublin, Poland
Healthy Buildings 2017 Europe July 2-5, 2017, Lublin, Poland Paper ID 0252 ISBN: 978-83-7947-232-1 The effect of spray cooling in long and narrow space for two jet sources with intensive turbulence at
More informationOTC PP. Measuring Oil in Water: A Sanity Check Lew Brown, Mason Ide, and Peter Wolfe, Fluid Imaging Technologies, Inc.
OTC-20192-PP Measuring Oil in Water: A Sanity Check Lew Brown, Mason Ide, and Peter Wolfe, Fluid Imaging Technologies, Inc. Copyright 2009, Offshore Technology Conference This paper was prepared for presentation
More informationTest Data Evaluation for a Rotary Drum Vacuum Filter
Filtration Services Ltd Unit 5, Sutton Mill Byrons Lane Macclesfield Cheshire. SK11 7JL United Kingdom Tel: 01625 616109 Fax: 01625 434678 info@filtrationservices.co.uk www.filtrationservices.co.uk White
More informationCommissioning of a Coupled Earth Tube and Natural Ventilation System at the Post-Acceptance Step
Eleventh International IBPSA Conference Glasgow, Scotland July 7-30, 009 Commissioning of a Coupled Earth Tube and Natural Ventilation System at the Post-Acceptance Step Song Pan 1, Mingjie Zheng 1, Harunori
More information4 Image Analysis of plastic deformation in the fracture of paper
4 Image Analysis of plastic deformation in the fracture of paper 4.1 Introduction As detailed in Chapter 2, one of the fundamental problems that arises in the estimation of the fracture toughness of an
More informationWater Diversion Capacity of Shallow Land Waste Repository Covered by Capillary Barrier of Soil
Proceedings of the 2 nd World Congress on Civil, Structural, and Environmental Engineering (CSEE 17) Barcelona, Spain April 2 4, 217 Paper No. ICGRE 174 ISSN: 2371-5294 DOI: 1.11159/icgre17.174 Water Diversion
More informationIntroduction. Welcome to the Belgium Study Abroad Program. Courses:
Introduction Welcome to the Belgium Study Abroad Program Courses: AGSM 335: Soil and Water Management BAEN 460: Principals of Environmental Hydrology BAEN 460 / AGSM 335 Combined lecture and HW sessions
More information