Water Content Or Moisture Content Environmental Sciences Essay

urine Content Or dampishure Content environmental Sciences EssayWater celestial sphere of studyor wet mental objectis the measuring rod of pissingcontained in a real, such as solid ground(called dry land wet),rock,ceramics, fruit, orwood. Water satisfy is use in a wide range of scientific and technical atomic number 18as, and is expressed as a ratio, which skunk range from 0 (completely dry) to the value of the materialsporosityat saturation. It can be given on a volumetric or mass (gravimetric) basis.The body of pissing inwardness of a material is employ in expressing the phase relationships of air, peeing, and solids in a given volume of material.In fine-grained (cohesive) marks, the consistency of a given earth persona depends on its body of water content. The water content of a demesne, along with its suave and elastic determines as determined by Test MethodD4318, is apply to express its relative consistency or liquidity index.The quality of the impart produced by this pattern is dependent on the competence of the personnel performing it, and the suitability of the equipment and facilities used. Agencies that meet the criteria of vomit upD3740 atomic number 18 generally considered cap subject of competent and objective turn uping/sampling/inspection/etc. Users of this standard are cautioned that compliance with PracticeD3740does not in itself ensure reliable allows.The mass of water used in the to a toweringer place expression is the mass of free pore water only. Hence for moisture content determination the smut models are dried to the temperature at which only pore water is evaporated. This temperature was standardized one hundred five C to 110 C. collys having gypsum are dried at 60C to 80 C.The quantity of domain attempt needful for the determination of moisture content depends on the gradation and the maximum size of particles. Following quantities are recommended. body politic Max quantity used (gm)Coarse grav el vitamin C0 to 2000Fine gravel 300 to five hundredCoarse sand 200Medium sand 50Fine sand 25 silt and clays 10 to 25Moisture content affection Always the meter of moisture contents affects the shite strongly by divers(prenominal) issues , and this is the dramatically classifications of the contrastive metres of the moisture content in the stain The commonwealth is called ( unannealed solid ) when its in a dry state or endure a very little come on of moisture content inside(a) the dominion , and it entrust be hard and brittle as a essence of that , though it buffers before it get out worm ( hard candy ).The shit is described as ( semi-solid ) when its own a little amount of moisture content in it , thats not able to cancel the solidity in the priming coat because of the little amount of it in the dishonor , and the behavior of the daub ordain be surrounded by the brittle and ductile state , and though it deforms permanently but with cracks ( like stiff ch eese ).The dirty word described likewise as ( credit card ) when it take aim a noticed amount of moisture content which remove an appearance affect in the priming , when the amount of the water content is nor little neither much in the soil , and the behavior of the soil in the state will noticed directly while catching the samlple of the soil by knock over , it will have a very ductile , malleable behavior , thats will deform without cracking ( like play-doh ).The soil in the last case , is the ( liquid ) soil which will have for sure a big amount of moisture content inside it , it we can notice that substantially by slight moving or even by the naked eye , which will be like a thick or thin viscous fluid or like a soup.Actually always there is a readys between each state of the moisture content for the soil , and these barriers called the consistency or atterberg begins of the soil , and to talk more than briefly about the ( Atterberg Limits ) TheAtterberg placesare a raw material ginmill of the nature of a fine-grainedsoil. Depending on thewater contentof the soil, it may appear in four states solid, semi-solid, plastic and liquid. In each state the consistency and behavior of a soil is different and thus so are its engine room properties. Thus, the boundary between each state can be defined modestd on a change in the soils behavior. The Atterberg demarcations can be used to differentiate betweensiltandclay, and it can distinguish between different types of silts and clays. These limits were created byAlbert Atterberg, aSwedishchemist.1They were afterward not bad(p) byArthur Casagrande. These distinctions in soil are used in picking the soils to build structures on top. Soils when mingy retain water and expand in volume. The amount of expansion is think to the ability of the soil to curb in water and its structuralmake up(the type of atoms present). These campaigns are mainly used on clayey or silty soils since these are the soils that expand and shrink due to moisture content. Clays and silts react with the water and thus change sizes and have varying shear strengths. Thus these tests are used widely in the preliminary stages of building any structure to ensure that the soil will have the correct amount ofshear strengthand not too much change in volume as it expands and shrinks with different moisture contents, aand here is the informations about the three atterberg limits , shoplifting , plastic and liquid limit Shrinkage limitThe shrinkage limit (SL) is the water content where further loss of moisture will not result in any more volume reduction.2The test to determine the shrinkage limit isASTM InternationalD4943. The shrinkage limit is much less commonly used than the liquid and plastic limits.editPlastic limitThe plastic limit is determined by rolling out a travel of the fine portion of a soil on a flat, non-porous surface. The procedure is defined in ASTM Standard D 4318.If the soil is plastic, this t hread will retain its shape follow through to a very narrow diameter. The essay can so be remoulded and the test repeated.As the moisture content falls due to evaporation, the thread will begin to break apart at bear-sizedr diameters. The plastic limit is defined as the moisture content where the thread breaks apart at a diameter of 3 mm (about 1/8).A soil is considered non-plastic if a thread cannot be rolled out down to 3mm at any moisture.edit silver limitThe liquid limit (LL) is the water content at which a soil changes from plastic to liquid behavior. The original liquid limit test of Atterbergs involved mixing a pat of clay in a round-bottomed porcelain till of 10-12cm diameter. A communication channel was cut through the pat of clay with a spatula, and the bowl was then enamored many times against the palm of one hand.Casagrande subsequently standardized the apparatus and the procedures to make the measurement more repeatable. Soil is placed into the metal form portio n of the device and a groove is do down its center with a standardized tool of 13.5 millimetres (0.53in) width. The cup is repeatedly dropped 10mm onto a hard rubber base at a rate of 120 blows per minute, during which the groove cozys up gradually as a result of the impact. The number of blows for the groove to close is recorded. The moisture content at which it takes 25 drops of the cup to cause the groove to close over a distance of 13.5 millimetres (0.53in) is defined as the liquid limit. The test is normally sour at several moisture contents, and the moisture content which requires 25 blows to close the groove is interpolated from the test results. The Liquid Limit test is defined by ASTM standard test rule D 4318.3The test system also allows running the test at one moisture content where 20 to 30 blows are required to close the groove then a correction factor is applied to obtain the liquid limit from the moisture content..4The following is when you should record the N in number of blows needed to close this 1/2-inch gapThe materials needed to do a Liquid limit test are as followsCasagrande cup (liquid limit device)Grooving toolSoil pat before testSoil pat subsequently testAn other(a) baffle for measuring the liquid limit is thefall cone test. It is based on the measurement of penetration into the soil of a standardized cone of specific mass. Although the Casagrande test is widely used crosswise North America, thefall cone testis much more prevalent in europium due to being less dependant on the operator in find the Liquid Limit.http//upload.wikimedia.org/wikipedia/ ballpark/thumb/1/16/Atterberg_limits_02.JPG/220px-Atterberg_limits_02.JPG http//upload.wikimedia.org/wikipedia/commons/thumb/2/24/Casagrande_2.JPG/220px-Casagrande_2.JPGeditImportance of Liquid Limit testThe importance of the liquid limit test is to classify soils. Different soils have varying liquid limits. likewise to find the malleability index of a soil you need to hit the ha y the liquid limit and the plastic limit.editDerived limitsThe values of these limits are used in a number of ways. There is also a close relationship between the limits and properties of a soil such as compressibility, permeability, and strength. This is thought to be very useful because as limit determination is relatively simple, it is more difficult to determine these other properties. Thus the Atterberg limits are not only used to identify the soils classification, but it allows for the use of empirical correlations for some other engineering properties.editPlasticity indexThe plasticity index (PI) is a measure of the plasticity of a soil. The plasticity index is the size of the range of water contents where the soil exhibits plastic properties. The PI is the difference between the liquid limit and the plastic limit (PI = LL-PL). Soils with a high PI tend to be clay, those with a lower PI tend to be silt, and those with a PI of 0 (non-plastic) tend to have little or no silt or clay.PI and their implyings0 Nonplastic(1-5)- Slightly plastic(5-10) Low plasticity(10-20)- Medium plasticity(20-40)- High plasticity40 Very high plasticityeditLiquidity indexThe liquidity index (LI) is used for measure the natural water content of a soil sample to the limits. It can be metric as a ratio of difference between natural water content, plastic limit, and liquid limit LI=(W-PL)/(LL-PL) where W is the natural water content. The effects of the water content on the strength of saturated remolded soils can be quantified by the use of the liquidity index, LIWhen the LI is 1, remolded soil is at the liquid limit and it has an undrained shear strength of about 2 kPa. When the soil is at the plastic limit, the LI is 0 and the undrained shear strength is about 200 kPa.411editActivityThe activity (A) of a soil is the PI dissever by the percent of clay-sized particles (less than 2 m) present. Different types of clays have different specific surface areas which controls how m uch change is required to move a soil from one phase to another such as across the liquid limit or the plastic limit. From the activity, one can predict the dominant clay type present in a soil sample. High activity signifies large volume change when wetted and large shrinkage when dried. Soils with high activity are very reactive chemically. Normally the activity of clay is between 0.75 and 1.25, and in this range clay is called normal. It is assumed that the plasticity index is approximately equal to the clay part (A = 1). When A is less than 0.75, it is considered inactive. When it is greater than 1.25, it is considered active.After briefly explaining the the differences between the amounts of moisture content in the soil , we should explain a vey principal(prenominal) issue , which is the methods of affection of the moisture content in the soil which is specialness decreases as water content increases. Soils swell-up when water content increases. Fine-grained soils at very h igh water content possess properties similar to liquids. As the water content is reduced, the volume of the soil decreases and the soils become plastic. If the water content is further reduced, the soil becomes semi-solid when the volume does not change.And to talk more about the affection of the moisture aontent in the soil , this is a general affection of the moisture content in the soil at nature The effect of increasing soilmoisture contenton soil temperature, soil reflexion and soil warmheartedness storage is studied in this work. The results show that an increase inmoisture contentdecreases the soil temperature differences between day-time and night-time, which provides protection to the plant root system against sharp and sudden changes of soil temperature. It is also found that the solar energy absorption increases as themoisture contentincreases, which results in a higher(prenominal) heat storage capacity at highermoisture content. Finally, plant growth rate and turn out increased due to the modification of plant climate at higher moisture contentWater content is an heavy property of soils, inuencing soil solution chemistry and nutrient uptake by plants.Morphology and other specic properties of the root, nutrient concentration in the soil solution, the mobility of nutrients in the soil, and supply from solid phases, aect nutrient uptake (Nye and Tinker, 1977 Barber, 1995). Consequently, there are consistent dierences in concen- trations of elements near the rhizoplane at a range of soil water contents (Dunham and Nye, 1976). Soil chemical properties may exert a gravid inuence on growth and performance of plants (Grime and Curtis, 1976), and soil concentrations of several elements may be closely related to oristic composition (Tyler, 1996a). Under eld conditions, soil moisture uctuates with temperature and rainfall. By changing soil solution chemistry, moisture uctuations could regulate the availability of nutrients, and the eld distribution of pl ant species.Water has a very different thermic conductivity than most soil particles and air (the thermal properties of the soil are determined by these three). The thermal conductivity of water is much greater than that of air, so the higher the soil moisture content the greater the thermal conductivity.The greater the soil moisture content, the more the soil thermal conductivity is like that of water. Therefore, a saturated soil has a conductivity near that of water.However, just because the soil moisture content is high, doesnt mean that the soil will warm up faster in the Sun than a dry soil. dehydration of the water will remove much of the Suns energy before the soil will have a chance to warm.Therefore, dry soils do warm up faster from sunlight and cool faster at night. This is assuming that there isnt a vegetation cover over the soil. Most wet soils evaporate the water, belongings the soil from warming as fast during the day, and cool more slowly at night because of their greater heat capacity (because of the higher water content).Moisture content phase diagrame this is a rough exposure about the general form of the phase diagram of the soil , that we use always for calculation through with(p) for moisture contents and all other issues in the soil http//upload.wikimedia.org/wikipedia/commons/thumb/5/54/Soil-phase-diagram.svg/300px-Soil-phase-diagram.svg.pngWeight Components Weight of Solids = Ws Weight of Water = Ww Weight of Air 0 mickle Components Volume of Solids = Vs Volume of Water = Vw Volume of Air = Va Volume of Voids = Va + Vw = VvWeight-Volume Relationships Steps to develop the pitch-volumerelationship Separate the three phases The summate volume of a soil Assuming the weight of air (Wa) to benegligible, the total weight is then given asV = Vs + Vv = Vs + Vw + VaW =Ws +WwObjectives Practical ApplicationsThis is some properties that we could conclude the state of it in the soil from have a go at iting the amount of moisture content i n the soil Storability of the soil Agglomeration in the case of powders Microbiolgical constancy Flow properties, viscosity Dry substance content Concentration or purity Commercial fall guy (compliance with quality agreements) Nutritional value of the product Legal conformity (statutory regulations governing fare)Objectives To learn the procedures of finding moisture content in the soil , and the variety in methods using to determine the moisture content.To determine the quantity of moisture content in the soil by good , accurate , practiced , sheep way.To learn the differences in affection on the soil due to different amounts of moisture content in the soilTo know the performance of the soil due to different amounts of moisture contents.To know how to use geotechnical testing ground tools, much(prenominal) as the oven , balance , soil containers and all other different toolsTo know the importance of this examine in the field work and how it affects the type and method of d ebuts must put upon different types of structures.Practical Applications Moisture content plays an important role in understanding the behavior of finegrained soils. It is the moisture content which changes the soils from liquid state to plastic and solidstates. Its value controls the shear strength and compressibility of soils. Compaction of soils in thefield is also controlled by the quantity of water present. Densities of soils are directly influenced byits value and are used in work out the Stability of slopes, bearing capacity of soils-foundationsystem, earth pressure behind the retaining walls and pressure due to overburden.The knowledge of determining the moisture content is helpful in many of the laboratory testssuch as Atterbergs limits, shear strength compressing and consolidation.This test may be performed by two different methods. Geotechnical Engineering- IA. Oven drying methodB. Torsion balance moisture contentActully we use the moisture content experiment mainly fo r acquire the amount of water content inside the soil to be able to make the classification need in the field for this soil ,and though to know how could we use this soil and where it could work and the amount of compaction needs of the soil containing a different amounts of water contents , to get the last conclusion from this important experiment , which is that the moisture content determination in the in situ in all field view is from the most important things that getting me ready to know the method of foundation thats need above this soil to build on it at the end , stable , strong and good structure on it .In biological applications there can also be a distinction between physisorbed water and free water the physisorbed water being that closely associated with and relatively difficult to remove from a biological material. The method used to determine water content may affect whether water present in this form is accounted for. For a better indication of free and bound wat er, thewater activityof a material should be considered.Water molecules may also be present in materials closely associated with individual molecules, as water of crystallization, or as water molecules which are static components of protein structure.In conclusion , Knowing the amount of moisture content of a substance helps determining if the soil is suitable for a specific use. Such like-To know if the soil can hold structure safely for long time safely and serviceability or not.To be able and ready for the design of the foundation of any type of the structures.determine and controlling the moisture in substances is unique and necessary for many products, and the solve borders between art and knowledge , in many and variable sides of the life and natureknowing how the Soil water regulates soil temperature by different amounts and shape of moisture content.Soil water serves as a solvent and carrier of food nutrients for plant growth.Tools , equipments and specimensEquipments that we have use in the laboratory for the moisture content determination experiment Soil container Its a container which is ceramic containers of various shapes on light wood background Stock motion-picture show 8282849used to put different types of soil insideit or a combined types with others in the alike(p) container , and we have used it inthis experiment to put a random type offine-grained soil inside it and mix it withto determine the wight of it , and actuallySoil container there are many sizes of the soil containerupon to the quantity of soil need to putit in the container.IMG_0212.JPGSpatulaSpatula it is an aluminum thin tool use to put soil by it in the soil container and for mixing the soil and water with each other in the soil container and also its used for transfering soil from container and put it into heat resistance pot which is made of steel.IMG_0209.JPGSteel ContainerSteel Container it is a container made of steel that have a heat resistance quality , which used to put the moist (wet) sample of soil inside it , to put the moist sample then inside the oven to dry the sample of the soil.Digital Balance is the instrument use to weigh the different things , that not have an enormous weights , and it used in this experiment to weigh the soil container alone once , and to weight the soil container with soil inside it then.Digital Balancehttp//www.supplierlist.com/photo_images/167132/Vacuum_Drying_Oven.jpgOven DryOven Dry it is an apparatus used to heat the specimens needs to heat in the laboratories , and it was used in this experiment to dry the moist sample of soil.moist soil sample the wet soil Dry soil sample the dry soilsample before set in the oven sample after putting in the ovenIMG_0209.JPGIMG_0211.JPGMoist Soil SampleDry soil sampleBackgroundBased on the literature review, the feasibility of using microwave oven to determinemoisture content of soils is well demonstrated. In addition to the GS, there is an availableinternational st andard test method (ASTM D4643) for such determination. This methodincludes requirements to control the power ratings of microwave ovens and the period ofdrying procedure. Therefore, the possibility of overheating of a soil sample can be greatlyreduced. In addition, the soil sample is required to be cautiously mixed after each time ofovens heating for a certain period in order to prevent non-uniform heating of the sample.And in this experiment we going to compute the moisture content using this test method method be determine the weight of the soil before and after the dry process by the laboratory oven dry ,and then compute by a dramatically series of calculations the amount of moisture content in that sample of soil given in the laboratory.ProceduresAccording to ASTM 2216, the dry and passably container should be weighted using balance and its mass recorded.A representative sample should be selected .The moist representative sample should be placed in the container.The lid should be secured in its position.The mass of the container with the sample should be taken and recorded.The lid should be removed and specimen should be placed in the oven.The sample should be dried in the oven at.The container should be removed from the oven when the sample reach a constant weight which means all the water has been evaporated.The specimen should be weighted and recorded.The moisture content then calculated by a series of calculations , and below in the next paragraph , all of the information and calculations is explained preefly by a list of numbers.Work SheetDETERMINATION OF WATER (MOISTURE) CONTENTLab. Humidity 57% Lab. Temperature 20.5 0CMoist Fine Grained Sample Of SoilTesting Stander ASTM D2216-92Moisture Condition Moisture AddedType Of Oven Convection OvenMethod Of Drying unceasing Heating plenteousness Of Moist Sample = 20 gSoil Passing 4.75 mm. (No.4) Sieve = 100%Soil Passing 37.5 mm. Sieve =100%B36OBSERVATIONSSample No.Container No.9.5g passel Of Conta iner29.5g mass Of Wet Soil + Container28.0gMass Of Dry Soil + ContainerCALCULATIONS1.5gMass Of Water18.5gMass Of Dry Soil8.1%%Water ContentFormulas CalculationFormulas1) Mass of water = (Mass of wet soil + container ) (Mass of dry soil + container)Mw = Mcws Mcs2) Mass of dry soil = (Mass of dry soil + container ) (Mass of container )Ms = Mcs Mc3) water content = (Mass of water)/(Mass of dry soil) *100w = Mw / Ms *100Calculation1) Mass of water = 29.5 28.0= 1.5 (g)2) Mass of soil = 28.0 9.5= 18.5 (g)3) Water content = 1.5/18.5 * 100= 8.1%DiscussionThemeasurementofmoisturecontent is a lab or aprocedureusedto measuretheamount ofmoistureor water that is embedded in a certain content in the soil , actually , the mean purpose for this lab orprocedureonce again as stated before isto measurethe amount ofmoisturein a content. Timesin constructionwe often need soil that must be suitable for building. In some casesthe soilthere and depending on where the land is located,the soilmay not holdfoundation ofa building well.In order for us to find out ifthe soilis durable generous to hold thefoundation ofa building we might haveto measurethemoistureof the content. When the percent of water is found we can than choose ofthe soilis suitable enough for thefoundation ofthe building. actully the most important thing we have concluded from the experiment of determining the moisture content in the soil , is to know how much amount of compaction needs for this soil under the foundation to held the structure safely. Actully all foundations (including abutment) surfaces shall be shaped one horizontal to one vertical or coddle except as otherwise specified.And after stripping (due to stripping specification), the foundation shall be loosened good by scarifying or plowing to a minimum depth of six inches. The foundation shall then be compacted to the density and moisture requirements specified for the fill Areas that are too low after stripping and determine must be filled to b ase grade with compacted fill equal to that used in other parts of the project, and eventhough the moisture content determination is from the most important tests that is from the basics we need in the Geo-technichal engineering, and later on in the foundation design.ConclusionThe result of water content we get in the experiment after quit dry of the sample in the oven dry was 8.1% which is not acceptable to be able for building over it. Its quite high for fine grain. This means its not safe to build a structure, because the maximum allowable water content for grain is 1 %. Also this experiment is very important in Civil Engineering. Before construction its very obligatory to know the water content of the soil. If the water content is very high and construction is done, that might cause defile to structure which will appear later. Actully , for each type of soil has its own capacity to keep the structure safe. For example, If the sample is coarse the maximum allowable water content is 6%. While for fine its 1% , so the last result we get from the determination of the moisture contents in this soil is that , with this high amount of moisture content we can not use this soid for the construction purposes , and if we try to do , it will cause a big proplems and damage in the building later in the future and will neve ever by safety to use it in the civil society.Type of errorsPersonal errors-Personal errors such as mistakes in reading from the balance , or mistakes done by wrong transferring data to the data sheet ,also the delaying of time taking out sample from oven it can cause error.Instrumental errors-Errors might occur in digital balance due to the amount of accuracy of the digital balance. The reading also will change because of air condition. To eliminate such type of errors the reading should be taken several times.environmental errors-Moisture in lab and air of air condition can cause errors in readings , and though will not give us the absolute amount of moisture content , and the temperature in the laboratory affecting the sample of soil and instruments in the lab , all of these invironmental factors could give us wrong readings in the esperiment.