<?xml version="1.0" encoding="UTF-8"?><!DOCTYPE article  PUBLIC "-//NLM//DTD Journal Publishing DTD v3.0 20080202//EN" "http://dtd.nlm.nih.gov/publishing/3.0/journalpublishing3.dtd"><article xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink" dtd-version="3.0" xml:lang="en" article-type="research article"><front><journal-meta><journal-id journal-id-type="publisher-id">OJCE</journal-id><journal-title-group><journal-title>Open Journal of Civil Engineering</journal-title></journal-title-group><issn pub-type="epub">2164-3164</issn><publisher><publisher-name>Scientific Research Publishing</publisher-name></publisher></journal-meta><article-meta><article-id pub-id-type="doi">10.4236/ojce.2016.63029</article-id><article-id pub-id-type="publisher-id">OJCE-66219</article-id><article-categories><subj-group subj-group-type="heading"><subject>Articles</subject></subj-group><subj-group subj-group-type="Discipline-v2"><subject>Engineering</subject></subj-group></article-categories><title-group><article-title>
 
 
  Evaporation Retardation by Monomolecular Layers: An Experimental Study at the Aji Reservoir (India)
 
</article-title></title-group><contrib-group><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>ishor</surname><given-names>Panjabi</given-names></name><xref ref-type="aff" rid="aff1"><sup>1</sup></xref></contrib><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>Ramesh</surname><given-names>Rudra</given-names></name><xref ref-type="aff" rid="aff1"><sup>1</sup></xref></contrib><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>Pradeep</surname><given-names>Goel</given-names></name><xref ref-type="aff" rid="aff2"><sup>2</sup></xref></contrib></contrib-group><aff id="aff1"><addr-line>School of Engineering, University of Guelph, Guelph, Canada</addr-line></aff><aff id="aff2"><addr-line>Environmental Monitoring and Reporting Branch, Ontario Ministry of the Environment, Toronto, Canada</addr-line></aff><pub-date pub-type="epub"><day>25</day><month>04</month><year>2016</year></pub-date><volume>06</volume><issue>03</issue><fpage>346</fpage><lpage>357</lpage><history><date date-type="received"><day>7</day>	<month>December</month>	<year>2015</year></date><date date-type="rev-recd"><day>accepted</day>	<month>26</month>	<year>April</year>	</date><date date-type="accepted"><day>29</day>	<month>April</month>	<year>2016</year></date></history><permissions><copyright-statement>&#169; Copyright  2014 by authors and Scientific Research Publishing Inc. </copyright-statement><copyright-year>2014</copyright-year><license><license-p>This work is licensed under the Creative Commons Attribution International License (CC BY). http://creativecommons.org/licenses/by/4.0/</license-p></license></permissions><abstract><p>
 
 
  It is an established fact that huge quantities of water are lost from lakes, reservoirs and soils by evaporation. This assumes greater significance in arid and semi-arid regions around the globe when a general scarcity of water is compounded by high evaporation loss from the open water surfaces of lakes and reservoirs. The use of surface covering by a monomolecular film to reduce evaporation loss from large open water surfaces offers the greatest promise among all currently available techniques. This is the only system that retains the water surface in a state that does not interfere with other uses of the body of water such as boating, navigation recreation, fish, and wildlife propagation. Various experiments and field trials worldwide have proven conclusively that the fatty alcohols and their emulsions effectively retard water evaporation and result in saving to the tune of about 20% to 50%. An experiment was carried out at the Aji Reservoir (India) using a mixture of Cetyl and Stearyl alcohol that confirmed 19.26% saving in evaporation loss. During this six-month trial, about 0.18 mcum of water was saved which otherwise might have evaporated.
 
</p></abstract><kwd-group><kwd>Evaporation</kwd><kwd> Water Evaporation Retardant</kwd><kwd> Monomolecular Layer</kwd><kwd> Cetyl Alcohol</kwd><kwd> Stearyl Alcohol</kwd></kwd-group></article-meta></front><body><sec id="s1"><title>1. Introduction</title><p>The rapid increase in world population and per capita consumption of water due to rising standards of living and other levels of activity have greatly intensified the demand for water all over the world. Evaporation plays a major role in the hydrologic cycle, and about 50% to 75% of total rainfall lost to the atmosphere [<xref ref-type="bibr" rid="scirp.66219-ref1">1</xref>] - [<xref ref-type="bibr" rid="scirp.66219-ref3">3</xref>] . This assumes greater significance in arid and semi-arid regions. The situation becomes grave, especially during droughts, when a general scarcity of water is compounded by high evaporation losses from the open water surfaces of lakes and reservoirs [<xref ref-type="bibr" rid="scirp.66219-ref4">4</xref>] . The National Water Commission (Australia) Waterlines Report Series No. 80, June 2012, documents annual evaporation losses in Australia as potentially exceeding 40% of total water storage.</p><p>Evaporation is a type of vaporization of water that occurs on the surface of liquid. Water evaporation is the process of escaping water molecules from the water surface into the atmosphere. The major factors that influence this process are temperature, humidity, the wind and exposed surface area [<xref ref-type="bibr" rid="scirp.66219-ref5">5</xref>] - [<xref ref-type="bibr" rid="scirp.66219-ref7">7</xref>] . As the process of evaporation is invisible, these losses in water are often not recognized. Evaporation is greatest during the driest seasons which are also the peak periods of water use [<xref ref-type="bibr" rid="scirp.66219-ref8">8</xref>] [<xref ref-type="bibr" rid="scirp.66219-ref9">9</xref>] . Management of water by reducing the evaporation rates will optimize the amount of water that may support the ever-growing domestic, agricultural and industrial demands. Hence, potentially all of the evaporation controlling methods can be of great economic significance [<xref ref-type="bibr" rid="scirp.66219-ref10">10</xref>] - [<xref ref-type="bibr" rid="scirp.66219-ref13">13</xref>] .</p><p>Among the various techniques for reducing evaporation loss, mechanical devices, such as shed clothes and floating covers, have demonstrated the effectiveness for small storages, but they are not feasible for large areas of water such as reservoirs [<xref ref-type="bibr" rid="scirp.66219-ref14">14</xref>] - [<xref ref-type="bibr" rid="scirp.66219-ref17">17</xref>] . For large storage, the use of mono-molecular layers has the potential to be an attractive and cost-effective solution to reduce evaporation [<xref ref-type="bibr" rid="scirp.66219-ref18">18</xref>] - [<xref ref-type="bibr" rid="scirp.66219-ref20">20</xref>] . Mono-molecular layers are films that have the thickness of one molecule and form at the phase boundary of the air/water interface.</p><p>Many organic compounds, such as surfactants, detergents, bile salts or Phospholipids are amphiphilic, which combine a hydrophilic and a hydrophobic moiety within one molecule. This means that one end of the molecule has a great affinity for water (hydrophilic), and another end repels the water (hydrophobic) [<xref ref-type="bibr" rid="scirp.66219-ref21">21</xref>] [<xref ref-type="bibr" rid="scirp.66219-ref22">22</xref>] . When spread over the water surface, molecules are released over the water surface to form a film of one molecule thickness [<xref ref-type="bibr" rid="scirp.66219-ref23">23</xref>] . These molecules stand on one end and provide an effective lid on the water surface [<xref ref-type="bibr" rid="scirp.66219-ref24">24</xref>] [<xref ref-type="bibr" rid="scirp.66219-ref25">25</xref>] . <xref ref-type="fig" rid="fig1">Figure 1</xref> shows the amphiphilic molecules standing vertically on their polar head over the water surface.</p><p>Hexadecanol (Cetyl alcohol) CH<sub>3</sub>(CH<sub>2</sub>)<sub>14</sub>CH<sub>2</sub>OH and octadecanol (Stearyl alcohol) CH<sub>3</sub>(CH<sub>2</sub>)<sub>16</sub>CH<sub>2</sub>OH are suitable fatty alcohols to use for monolayers [<xref ref-type="bibr" rid="scirp.66219-ref22">22</xref>] [<xref ref-type="bibr" rid="scirp.66219-ref26">26</xref>] - [<xref ref-type="bibr" rid="scirp.66219-ref28">28</xref>] . These alcohols are derived from coconut or palm oil and are tasteless, odorless, non-toxic and inflammable. Cetyl and stearyl alcohol and their derivatives are biodegradable and innocuous to humans and animals. The United States Food and Drug Administration have approved them for use in the cosmetic, food and medicinal and industries indicating none to low toxicity [<xref ref-type="bibr" rid="scirp.66219-ref29">29</xref>] . When these materials are applied to the water surface, they self-spread to create a monomolecular surface film that provides an evaporative resistance [<xref ref-type="bibr" rid="scirp.66219-ref30">30</xref>] - [<xref ref-type="bibr" rid="scirp.66219-ref33">33</xref>] . A mixture of Cetyl alcohol and Stearyl alcohol in 1:1 ratio is found to be more effective than a monolayer consisting of any single material [<xref ref-type="bibr" rid="scirp.66219-ref18">18</xref>] [<xref ref-type="bibr" rid="scirp.66219-ref34">34</xref>] [<xref ref-type="bibr" rid="scirp.66219-ref35">35</xref>] .</p><p>The mixture of Cetyl alcohol and Stearyl alcohol can be spread on the water surface in a powder form or an emulsion form, but the powder form has shown better results. This mixture forms a tight monomolecular layer on the water surface with the maximum surface pressure 40 mNm<sup>−1</sup>. The layer allows oxygen and carbon dioxide to pass through but it is tight enough to prevent water molecules from escaping. The film formed does not resist sunlight and thus does not affect aquatic life [<xref ref-type="bibr" rid="scirp.66219-ref35">35</xref>] - [<xref ref-type="bibr" rid="scirp.66219-ref37">37</xref>] .</p><fig id="fig1"  position="float"><label><xref ref-type="fig" rid="fig1">Figure 1</xref></label><caption><title> Amphiphilic molecules over water surface</title></caption><graphic mimetype="image"   position="float"  xlink:type="simple"  xlink:href="http://html.scirp.org/file/3-1880449x6.png"/></fig><p>When formed, this film has liquid-like properties, and if ruptured, the molecules flow towards the ruptured areas and repair the film. The film expands at the water surface as waves are formed while the surface pressure is decreased [<xref ref-type="bibr" rid="scirp.66219-ref38">38</xref>] . As the film is transparent and invisible, indicator oils are used on large water surfaces to detect a monolayer which involves placing some drops of the indicator oil on the surface. If the film is formed and has acquired sufficient surface pressure, the oil drop will stand erect on it else it will sink in the water [<xref ref-type="bibr" rid="scirp.66219-ref23">23</xref>] . Numerous field trials on monolayers to reduce water evaporation have been carried out over the past 60 years. Most trials have used either Cetyl or Stearyl alcohol predominately and have found water savings ranging from 8 percent up to 43 percent [<xref ref-type="bibr" rid="scirp.66219-ref32">32</xref>] [<xref ref-type="bibr" rid="scirp.66219-ref39">39</xref>] .</p><p>The main purpose of the present investigation was to develop a practical, safe and effective method of treating the surface of reservoir water with a monomolecular chemical film to reduce evaporation loss. An experiment was carried out at the Aji reservoir by using a mix of Cetyl and Stearyl alcohol, which confirmed a saving of 19.26% in evaporation loss. During this six-month trial, 0.18 mcum of water was saved from being evaporated.</p></sec><sec id="s2"><title>2. Material and Method</title><p>Many organic compounds composed of long chain molecules having unsaturated valences at one end are easily attracted by water molecules and hence, lead to their spreading over a clean water surface [<xref ref-type="bibr" rid="scirp.66219-ref32">32</xref>] . The molecules encored to the water surface constitute a mono-molecular film. The longer the chain of the molecules, the greater is the sidewise attraction between the above water portions of the molecules. This sidewise attraction needs to be able to overcome random movements of the water attached ends if a stable, coherent, compact and mono-molecular film is to provide an effective lid onto the water surface [<xref ref-type="bibr" rid="scirp.66219-ref31">31</xref>] [<xref ref-type="bibr" rid="scirp.66219-ref40">40</xref>] .</p><p>An ideal material which can spread over water the surface and act as a sealant should possess the following properties:</p><p>・ Tasteless, odorless, non-toxic and nonflammable.</p><p>・ Form a compact mono-molecular film and develop a surface pressure of more than 20 dynes to prevent water molecules from escaping.</p><p>・ Pervious to oxygen and carbon dioxide but tight enough to prevent the escape of water molecules. It should not resist the passage of sunlight: in other words, it should not affect the aquatic life.</p><p>・ Economical and relatively stable.</p><p>Hexadeconal (Cetyl alcohol) and octadecanol (Stearyl alcohol) have been studied extensively to determine their effectiveness as a film forming agent to reduce evaporation from water surfaces [<xref ref-type="bibr" rid="scirp.66219-ref15">15</xref>] [<xref ref-type="bibr" rid="scirp.66219-ref22">22</xref>] [<xref ref-type="bibr" rid="scirp.66219-ref41">41</xref>] . This material is a white, waxy, crystalline solid and generally available in flakes or powder form. It is relatively tasteless and odorless. It is derived from Tallow, sperm oil, coconut oil or palm oil.</p><p>The monomolecular film formed by a mixture of Cetyl and Stearyl alcohols in 1:1 ratio provides a stronger and more stable film on water surfaces than single Water Evaporation Retardant (WER) material [<xref ref-type="bibr" rid="scirp.66219-ref34">34</xref>] [<xref ref-type="bibr" rid="scirp.66219-ref35">35</xref>] . This film offers a barrier to prevent water molecules from escaping from the water body due to evaporation; the film can be penetrated by raindrops which break the film, but it closes again. It is flexible and moves with the motion of the water surface. It does not easily break up as do thick films formed by heavy oils. The theoretical quantity of Cetyl/Stearyl alcohol required to cover 1 ha of the open water surface is 21 gm under calm laboratory conditions.</p><sec id="s2_1"><title>2.1. Methods of Spreading the Material</title><p>There are three methods to spread the WER material over the open water surface.</p><p>1) The material Cetyl/Stearyl alcohol is available in flakes and lumps. This is pulverized in a cold grinding process as their melting point is about 49˚C. The pulverized material should be 60 to 100 mesh size for spreading over the water surface, and its dusting should be carried out by the help of a motor-driven boat and a powder duster. The material should be spread uniformly all over the water surface.</p><p>2) Cetyl/Stearyl alcohol is dissolved in kerosene or turpentine and applied over the water surface. The solution spreads rapidly and as the solvent evaporates this result in a one-molecule-thick lipid film at the air/water interface. Kerosene and Turpentine being less volatile may leave a lasting odor and hence they should not be preferred. Ether can be used because after application it evaporates quickly, leaving the monomolecular layer of Cetyl/Stearyl alcohol over the water surface [<xref ref-type="bibr" rid="scirp.66219-ref42">42</xref>] . In this case, the cost of the solvent adds to the cost of spreading.</p><p>3) The attempt to spread the material in the form of an emulsion over water surface is found favored in some countries, but the conclusion regarding this simpler and cheaper technique is yet to be determined. The emulsion may be spread over the water surface by boat or by stationary rafts carrying an emulsion container with an arrangement to feed drop by drop emulsion on the water surface.</p><p>The research conducted by Yan et al. (2009) [<xref ref-type="bibr" rid="scirp.66219-ref43">43</xref>] shows that the dry dusting method results in a better monomolecular film than spreading the material in soluble or emulsion form. <xref ref-type="fig" rid="fig2">Figure 2</xref> displays the pictures of dry dusting over the water surface of the Aji reservoir using a motor driven boat and a stationery raft with the container carrying WER material in emulsion form with an arrangement to slowly release it over the water surface of the Nyari dam (India).</p></sec><sec id="s2_2"><title>2.2. Measurement of Surface Pressure</title><p>There are many sophisticated techniques to measure the surface tension of monomolecular films such as photographic techniques, microwave techniques, thermal techniques etc. [<xref ref-type="bibr" rid="scirp.66219-ref44">44</xref>] . One simple technique that has been used on large water surfaces to identify a monolayer involves placing drops of indicator oil on the surface. As the naked eye can not see the film, its formation and surface pressure on the field can be measured by oil drops. If the film is formed and has acquired sufficient surface pressure, the oil dropped on the water surface will stand erect on it. But if the film is not there or it has not acquired sufficient surface pressure, the oil drops will sink in the water and immediately spread [<xref ref-type="bibr" rid="scirp.66219-ref23">23</xref>] [<xref ref-type="bibr" rid="scirp.66219-ref45">45</xref>] .</p><p>For testing the film pressure, the following indicator oils are used:</p><p>1) Shell vitea 13 16 dynes.</p><p>2) Shell vitrea 21 24 dynes.</p><p>3) Shell exists fluid 250 40 dynes.</p></sec><sec id="s2_3"><title>2.3. Effect of Cetyl/Stearyl Alcohol Film on Reservoir Water</title><p>Extensive studies in U.S.A., Australia, and other countries have been conducted on the biological effects of fatty alcohol and these studies have established that there are no adverse effects (short and long term) on the suitability of water for human consumption where reservoir surfaces are treated [<xref ref-type="bibr" rid="scirp.66219-ref29">29</xref>] [<xref ref-type="bibr" rid="scirp.66219-ref46">46</xref>] . Field and laboratory investigations have shown that both hexadecanol and octadecanol pose a very minimal toxicological threat to both aquatic and terrestrial life forms such as fish, ducks, insects, and plants [<xref ref-type="bibr" rid="scirp.66219-ref23">23</xref>] [<xref ref-type="bibr" rid="scirp.66219-ref41">41</xref>] [<xref ref-type="bibr" rid="scirp.66219-ref47">47</xref>] . As the film permits oxygen and sunlight to pass, it does not affect the aquatic life [<xref ref-type="bibr" rid="scirp.66219-ref36">36</xref>] .</p></sec><sec id="s2_4"><title>2.4. Dependence of Evaporation Control on Temperature</title><p>Laboratory Experiments at Poona (India) showed that the percent of evaporation control due to the monomolecular film of Cetyl/Stearyl alcohol decreases from 60 percent at a water surface temperature of 20˚C to 13 percent at 60˚C [<xref ref-type="bibr" rid="scirp.66219-ref48">48</xref>] . <xref ref-type="table" rid="table1">Table 1</xref> shows the effect of temperature on the resistive capacity of the monomolecular film.</p><fig-group id="fig2"><label><xref ref-type="fig" rid="fig2">Figure 2</xref></label><caption><title> Pictures showing dry dusting over lake surfaces by motor driven boat and stationary raft carrying a container with an arrangement to feed emulsion drop.</title></caption><fig id ="fig2_1"><label></label><graphic mimetype="image"   position="float"  xlink:type="simple"  xlink:href="http://html.scirp.org/file/3-1880449x8.png"/></fig><fig id ="fig2_2"><label></label><graphic mimetype="image"   position="float"  xlink:type="simple"  xlink:href="http://html.scirp.org/file/3-1880449x7.png"/></fig></fig-group><table-wrap id="table1" ><label><xref ref-type="table" rid="table1">Table 1</xref></label><caption><title> Effect of temperature over evaporation resisting capacity of the film</title></caption><table><tbody><thead><tr><th align="center" valign="middle"  rowspan="2"  >Water surface temperature (˚C)</th><th align="center" valign="middle"  colspan="3"  >Reduction in evaporation (%)</th></tr></thead><tr><td align="center" valign="middle" >Cetyl alcohol</td><td align="center" valign="middle" >Stearyl alcohol</td><td align="center" valign="middle" >Cetyl-Stearyl alcohol</td></tr><tr><td align="center" valign="middle" >20</td><td align="center" valign="middle" >60.1</td><td align="center" valign="middle" >82.5</td><td align="center" valign="middle" >80.3</td></tr><tr><td align="center" valign="middle" >30</td><td align="center" valign="middle" >35.8</td><td align="center" valign="middle" >70.5</td><td align="center" valign="middle" >64.7</td></tr><tr><td align="center" valign="middle" >40</td><td align="center" valign="middle" >24.7</td><td align="center" valign="middle" >55.9</td><td align="center" valign="middle" >54.7</td></tr><tr><td align="center" valign="middle" >50</td><td align="center" valign="middle" >18.6</td><td align="center" valign="middle" >42.9</td><td align="center" valign="middle" >40.7</td></tr><tr><td align="center" valign="middle" >60</td><td align="center" valign="middle" >13.8</td><td align="center" valign="middle" >30.9</td><td align="center" valign="middle" >29.1</td></tr></tbody></table></table-wrap></sec><sec id="s2_5"><title>2.5. Dependence of Evaporation Control on the Wind</title><p>Monomolecular films applied to lake surfaces for evaporation retardation are greatly affected by the local wind speed and direction [<xref ref-type="bibr" rid="scirp.66219-ref49">49</xref>] - [<xref ref-type="bibr" rid="scirp.66219-ref52">52</xref>] . In field studies at Lake Hefner in Oklahoma, the U. S. Bureau of Reclamation researchers found the wind to be the most important single factor in the application and maintenance of a film When the wind velocity increases beyond 12 to 15 km. per hour, the scraping action of wind on the monomolecular film on the water surface sets in [<xref ref-type="bibr" rid="scirp.66219-ref39">39</xref>] [<xref ref-type="bibr" rid="scirp.66219-ref53">53</xref>] [<xref ref-type="bibr" rid="scirp.66219-ref54">54</xref>] . This decreases the film cover on the foreshore and heaps it up on the wind-wend side, even depositing a part of it on the offshore of the reservoir. Much larger rates of dispensing of the film, sufficient to obviate the effect of the wind will thus be needed to maintain the film cover as effectively as possible. Under these conditions the amount of Cetyl or Stearyl alcohol that goes as unavoidable waste increases several fold. The amount of the alcohol to be spread may have to be increased under little or no wind conditions. If more wind is observed on a particular day spreading should be cancelled to avoid waste [<xref ref-type="bibr" rid="scirp.66219-ref55">55</xref>] .</p></sec><sec id="s2_6"><title>2.6. Life of Monomolecular Film over Water</title><p>Experiments in the laboratory with distilled water have shown that the lifespan of such films is about three days. But under field conditions, it is reduced to one to two days. The destruction of material takes place by the effect of chemical bacteria’s and wind action. [<xref ref-type="bibr" rid="scirp.66219-ref56">56</xref>] [<xref ref-type="bibr" rid="scirp.66219-ref57">57</xref>] . The solubility of heavy alcohols in the water is very low. There is a reason to believe that the ultraviolet sun rays break down the heavy alcohols into substances of shorter chain lengths, which are then lost. Experiments carried out in different parts of the world show that in the arid or semi-arid areas where human, animal and bird life are extremely scarce, as in the arid zone of Australia, bacterial action on the film is very rare. But in thickly populated areas in the tropics and subtropics the bacterial destruction plays a more prominent part [<xref ref-type="bibr" rid="scirp.66219-ref58">58</xref>] .</p><p>Any foreign substance which is absorbed by the film restricts its movement by rendering it inelastic. In this state, the film instead of flowing easily tends to be crumpled by the wind and gets washed away from the surface. The crumpled film clogged with impurities is ineffective and does not spread again, and it may sink.</p></sec><sec id="s2_7"><title>2.7. Spreading Procedure</title><p>When Cetyl/Stearyl alcohol is spread over the water surface, molecules of the alcohol are released and spread over the water surface to form a film of one molecule thickness [<xref ref-type="bibr" rid="scirp.66219-ref40">40</xref>] . The rate of spreading depends on the composition of alcohol, the temperature of the water surface and prevailing wind velocity. As the spreading proceeds, the surface pressure gradually increases until an equilibrium pressure of 40 dynes is reached and at this stage, the film is condensed and provides maximum resistance to the evaporation of the water. The equilibrium film has the properties of a liquid, and if ruptured, the molecules will flow towards the rupture and repair the film. The film expands with the water surface as waves are formed but the pressure is decreased.</p><p>During periods of normal temperature and low wind, the film of Cetyl/Stearyl alcohol develops a surface pressure up to 40 dynes. Subsequent feeding can be done only to replenish the damaged portion of the film. It is advisable to have the film spread on the water during cooler and calmer hours of the day; the film, by its own presence, will reduce the waves and lessen the destructive effects of the wind. From meteorological studies, it can be seen that wind and temperature increases during the afternoon hours. Thus, it is better if the film is formed in the early hours of the day. The surface pressure of the film should be tested at intervals, and additional quantities should be added to make up the deficit. Field studies suggest that a fresh film has to be formed every day [<xref ref-type="bibr" rid="scirp.66219-ref55">55</xref>] .</p></sec><sec id="s2_8"><title>2.8. Assessment of the Evaporation from a Reservoir and the Saving Due to Film</title><p>Water evaporation is one of the obscure components of the hydrological cycle to measure accurately. There are two basic reasons for this obscurity. First, no instrumentation exists which can truly measure evaporation from a natural surface. Second, none of the indirect methods used for estimating evaporation are universally accepted. Estimation of reliable or acceptable values of evaporation requires either a detailed instrumentation or a judicious application of climatic and physical data.</p><p>Thornthwaite and Benjamin (1942) [<xref ref-type="bibr" rid="scirp.66219-ref59">59</xref>] proposed a recondite technique of an aerodynamic method whereby the evaporative loss is correlated with the transfer of water vapour by turbulence into the air layers near the surface. This in turn, may be assessed from the vertical gradients of wind velocities and vapour pressure. But this technique needs specialized equipment and skills which are ordinarily beyond the reach of engineers working in the field.</p><sec id="s2_8_1"><title>2.8.1. Pan Evaporimeter Method</title><p>The simple two pan method can be used to assess the water saved from evaporation loss as a result of covering the water surface of one pan with a monomolecular layer. The difference in evaporation depths by two panevoporimeters kept side by side, with the water of one pan dusted with WER material will provide the depth of water saved. Kohler et al. (1955) [<xref ref-type="bibr" rid="scirp.66219-ref60">60</xref>] suggested that lake evaporation (E) is 0.70 times the standard pan evaporation (Es).</p></sec><sec id="s2_8_2"><title>2.8.2. Water Balance Method</title><p>The basic water balance equation can be written as</p><disp-formula id="scirp.66219-formula225"><label>(1)</label><graphic position="anchor" xlink:href="http://html.scirp.org/file/3-1880449x9.png"  xlink:type="simple"/></disp-formula><p>where F = Fall of level, W = Water drawn for supply, E = Reservoir evaporation and S = Seepage and absorption losses.</p><p>The calculation of seepage loss ‘S’ is a very difficult task. Floating pans can be used for directly measuring E, but this is often beset with difficulties particularly during windy weather. It is more practical to determine the relation between E &amp; Es, where Es is a standard land pan evaporimeter well away from the direct influence of the reservoir.</p><p>Another practicable approach is to have alternating periods of “No Treatment” and “Treatment”, where the estimation of savings becomes a simple matter as one may assume that in adjoining weekly or 10 day intervals, the value of ‘S’ may not change materially, and one may reasonably compare the evaporation in a treated week with that in the previous untreated week. In actual practice, great care is necessary in arriving at representative values of water levels by using a number of gauges.</p></sec></sec></sec><sec id="s3"><title>3. Experiment on the Aji Reservoir</title><p>The Aji reservoir is located at 22.3˚N 70.78˚E near Rajkot city in Gujarat state (India) and has an average elevation R.L 134 metre. It is the main source of the municipal water supply for the city of Rajkot. The main spillway portion of the Aji dam and its geographic location is shown in <xref ref-type="fig" rid="fig3">Figure 3</xref>.</p><p>Rainfall in the year 1985-86 in the western Gujarat region was very scanty, and only 195 mm of rain was recorded which was well below the annual average of 900 mm. This too was spread over 33 rainfall days. The maximum rainfall in any day was reported to be a meager 18 mm. As a result, the lakes and reservoirs of the area received very little, or no replenishment and a very grave situation arose in supplying water supply to Rajkot city with a population of about a million people. Therefore, it was decided to carry out an experiment in the Aji Reservoir to conserve available water storage.</p><sec id="s3_1"><title>3.1. Weather Pattern of the Aji Reservoir</title><p>The monthly average maximum temperature varies from 25˚C to 42˚C and the minimum temperature varies between 8˚C to 27˚C. Usually, the daytime temperature rises from forenoon to the afternoon and then gradually falls. During the summer months where the maximum daytime temperature ranges from 40˚C to 45˚C, evaporation losses from the reservoir are at their maximum. As far as wind and temperature conditions at Aji reservoir are concerned, during the summer months of high daytime temperatures, wind velocities are also higher. In the</p><fig id="fig3"  position="float"><label><xref ref-type="fig" rid="fig3">Figure 3</xref></label><caption><title> Aji dam near Rajkot city (India)</title></caption><graphic mimetype="image"   position="float"  xlink:type="simple"  xlink:href="http://html.scirp.org/file/3-1880449x10.png"/></fig><p>months of October and November although the daytime temperature is high, wind velocities are comparatively less. During the winter season, wind and temperature conditions are comparatively better.</p><p>It was observed that the wind velocities on the Aji reservoir were less in winter than in the summer season. The maximum wind velocity recorded during December was 9 km/hr and linearly increased to 15 km/hr in the month of June. Also, wind velocity during the day was at its maximum between 12.00 to 16.00 hrs.</p></sec><sec id="s3_2"><title>3.2. Dusting Operations</title><p>The experiment was carried out from December 15, 1985, to May 31, 1986, and within this period; the mixture of Cetyl alcohol and Stearyl alcohol in 1:1 ratio was used. The chemical was pulverized daily up to 100 microns in a special mill in the laboratory of Pharmacy College located about 1 km from the Aji reservoir. It was observed that if the pulverized powder was stored for 2 to 3 days, it converted to lumps due to the high summer temperatures; hence, grinding was carried out daily.</p><p>The required quantity of powder was calculated daily according to the decreasing water spread area due to a decrease in the reservoir level. The dusting operation in the reservoir was carried out using a gasoline-driven motor boat. The dusting men sit in the rear of the boat and spray the powder by slowly rotating the handle of the dusting bin. The funnel of the bin was kept reasonably near the water surface. The dusting was carried out by running the boat in the opposite direction of the wind to ensure that the wind-blown particles of powder were able to fall on the water surface and not be wasted. The dusting operation was carried out in strips, and great care was taken to spray powder evenly on the entire surface of the water.</p><p>The dusting operations were carried out in the early hours of the morning from 4.00 AM to 7.00 AM as the weather conditions were calm during this period. The film formation was then checked at regular intervals by using castor oil drops at several points in the reservoir, and if needed, additional feeding was carried out during the day to replenish the damaged portion of the film.</p><p>Two Class A evaporation pans with a Stevenson screen were kept just in d/s of the Aji reservoir. In one pan, the water surface was dusted with Cetyl/Stearyl alcohol powder and evaporation readings were taken from these two pans at regular intervals.</p></sec><sec id="s3_3"><title>3.3. Seepage Loss and Saving in Evaporation Loss Calculation</title><p>The six-month period from Jan 01, 1985 to June 30, 1985, was chosen to determine the seepage loss of the reservoir. The reservoir was not treated during this period.</p><p>Equation (1) can be rewritten as</p><disp-formula id="scirp.66219-formula226"><label>(2)</label><graphic position="anchor" xlink:href="http://html.scirp.org/file/3-1880449x11.png"  xlink:type="simple"/></disp-formula><p>If P is the evaporation loss from evaporation pan. Then</p><disp-formula id="scirp.66219-formula227"><label>(3)</label><graphic position="anchor" xlink:href="http://html.scirp.org/file/3-1880449x12.png"  xlink:type="simple"/></disp-formula><p>From Equations (2) and (3)</p><disp-formula id="scirp.66219-formula228"><label>(4)</label><graphic position="anchor" xlink:href="http://html.scirp.org/file/3-1880449x13.png"  xlink:type="simple"/></disp-formula><p>The graph is a straight line</p><disp-formula id="scirp.66219-formula229"><graphic  xlink:href="http://html.scirp.org/file/3-1880449x14.png"  xlink:type="simple"/></disp-formula><p>The intercept on the Y-axis in <xref ref-type="fig" rid="fig4">Figure 4</xref> represents the seepage and absorption losses. These losses ‘S’ are assumed to be constant for a given condition in the reservoir. Data for calculation of seepage and absorption loss of the Aji reservoir is shown in <xref ref-type="table" rid="table2">Table 2</xref>.</p><p><xref ref-type="fig" rid="fig4">Figure 4</xref> shows the graph of ΣF − W versus cumulative evaporation ΣmP. In this straight line graph, the intercept C of trend line denotes total seepage and absorption loss “S” = 0.07 m/month. <xref ref-type="table" rid="table3">Table 3</xref> and <xref ref-type="table" rid="table4">Table 4</xref> show the data and effect of the use of WER material for the experimental period, of six-months.</p><p>The calculations show that an average of 19.26% savings of water was achieved during the experimental period and 0.18 mcum water was saved by the treatment.</p><fig id="fig4"  position="float"><label><xref ref-type="fig" rid="fig4">Figure 4</xref></label><caption><title> The straight line graph to calculate seepage and absorption losses of Aji reservoir</title></caption><graphic mimetype="image"   position="float"  xlink:type="simple"  xlink:href="http://html.scirp.org/file/3-1880449x15.png"/></fig><table-wrap id="table2" ><label><xref ref-type="table" rid="table2">Table 2</xref></label><caption><title> Statement for computation of seepage and absorption losses of the Aji reservoir</title></caption><table><tbody><thead><tr><th align="center" valign="middle" >Period</th><th align="center" valign="middle" >Drop in water level</th><th align="center" valign="middle" >Withdrawal for water supply</th><th align="center" valign="middle" >Total lake loss</th><th align="center" valign="middle" >Cumulative lake loss</th><th align="center" valign="middle" >Evaporation from pan</th><th align="center" valign="middle" >Evaporation from lake</th><th align="center" valign="middle" >Cumulative lake evaporation</th></tr></thead><tr><td align="center" valign="middle" ></td><td align="center" valign="middle" >(F)</td><td align="center" valign="middle" >(W)</td><td align="center" valign="middle" >(F-W)</td><td align="center" valign="middle" >Σ (F − W)</td><td align="center" valign="middle" >(P)</td><td align="center" valign="middle" >mP = P &#215; 0.70</td><td align="center" valign="middle" >Σ(mP)</td></tr><tr><td align="center" valign="middle" ></td><td align="center" valign="middle" >(m)</td><td align="center" valign="middle" >(m)</td><td align="center" valign="middle" >(m)</td><td align="center" valign="middle" >(m)</td><td align="center" valign="middle" >(m)</td><td align="center" valign="middle" >(m)</td><td align="center" valign="middle" >(m)</td></tr><tr><td align="center" valign="middle" >Jan ‘85</td><td align="center" valign="middle" >0.80</td><td align="center" valign="middle" >0.60</td><td align="center" valign="middle" >0.20</td><td align="center" valign="middle" >0.20</td><td align="center" valign="middle" >0.15</td><td align="center" valign="middle" >0.11</td><td align="center" valign="middle" >0.11</td></tr><tr><td align="center" valign="middle" >Feb ‘85</td><td align="center" valign="middle" >0.90</td><td align="center" valign="middle" >0.68</td><td align="center" valign="middle" >0.22</td><td align="center" valign="middle" >0.42</td><td align="center" valign="middle" >0.19</td><td align="center" valign="middle" >0.13</td><td align="center" valign="middle" >0.24</td></tr><tr><td align="center" valign="middle" >March ‘85</td><td align="center" valign="middle" >1.00</td><td align="center" valign="middle" >0.72</td><td align="center" valign="middle" >0.28</td><td align="center" valign="middle" >0.70</td><td align="center" valign="middle" >0.27</td><td align="center" valign="middle" >0.19</td><td align="center" valign="middle" >0.43</td></tr><tr><td align="center" valign="middle" >April ‘85</td><td align="center" valign="middle" >1.11</td><td align="center" valign="middle" >0.82</td><td align="center" valign="middle" >0.29</td><td align="center" valign="middle" >0.99</td><td align="center" valign="middle" >0.30</td><td align="center" valign="middle" >0.21</td><td align="center" valign="middle" >0.64</td></tr><tr><td align="center" valign="middle" >May ‘85</td><td align="center" valign="middle" >1.27</td><td align="center" valign="middle" >0.93</td><td align="center" valign="middle" >0.34</td><td align="center" valign="middle" >1.33</td><td align="center" valign="middle" >0.35</td><td align="center" valign="middle" >0.25</td><td align="center" valign="middle" >0.88</td></tr><tr><td align="center" valign="middle" >June ‘85</td><td align="center" valign="middle" >1.29</td><td align="center" valign="middle" >0.97</td><td align="center" valign="middle" >0.32</td><td align="center" valign="middle" >1.65</td><td align="center" valign="middle" >0.33</td><td align="center" valign="middle" >0.23</td><td align="center" valign="middle" >1.11</td></tr></tbody></table></table-wrap><table-wrap id="table3" ><label><xref ref-type="table" rid="table3">Table 3</xref></label><caption><title> Saving (%) in evaporation by application of Cetyl/Stearyl alcohol treatment over the water surface</title></caption><table><tbody><thead><tr><th align="center" valign="middle" >Period</th><th align="center" valign="middle" >Drop in water level</th><th align="center" valign="middle" >With-drawal for water supply</th><th align="center" valign="middle" >Total lake loss</th><th align="center" valign="middle" >Seepage loss 0.07 m/month</th><th align="center" valign="middle" >Evapo. loss from pan</th><th align="center" valign="middle" >Lake evapo. loss</th><th align="center" valign="middle" >Evapo. loss without treatment</th><th align="center" valign="middle" >Evapo. loss during treatment period</th><th align="center" valign="middle"  colspan="2"  >Saving in evaporation loss due to treatment</th></tr></thead><tr><td align="center" valign="middle" ></td><td align="center" valign="middle" >(F)</td><td align="center" valign="middle" >(W)</td><td align="center" valign="middle" >(F-W)</td><td align="center" valign="middle" >(S)</td><td align="center" valign="middle" >(P)</td><td align="center" valign="middle" >(P*0.70)</td><td align="center" valign="middle" ></td><td align="center" valign="middle" >(F-W-S)</td><td align="center" valign="middle" ></td><td align="center" valign="middle" ></td></tr><tr><td align="center" valign="middle" ></td><td align="center" valign="middle" >m</td><td align="center" valign="middle" >m</td><td align="center" valign="middle" >m</td><td align="center" valign="middle" >m</td><td align="center" valign="middle" >m</td><td align="center" valign="middle" >m</td><td align="center" valign="middle" >m</td><td align="center" valign="middle" >m</td><td align="center" valign="middle" >m</td><td align="center" valign="middle" >%</td></tr><tr><td align="center" valign="middle" >16-Dec-85 to 31-Dec-85</td><td align="center" valign="middle" >0.30</td><td align="center" valign="middle" >0.23</td><td align="center" valign="middle" >0.07</td><td align="center" valign="middle" >0.03</td><td align="center" valign="middle" >0.07</td><td align="center" valign="middle" >0.05</td><td align="center" valign="middle" >0.05</td><td align="center" valign="middle" >0.04</td><td align="center" valign="middle" >0.01</td><td align="center" valign="middle" >18.37</td></tr><tr><td align="center" valign="middle" >Jan-86</td><td align="center" valign="middle" >0.53</td><td align="center" valign="middle" >0.37</td><td align="center" valign="middle" >0.16</td><td align="center" valign="middle" >0.07</td><td align="center" valign="middle" >0.16</td><td align="center" valign="middle" >0.11</td><td align="center" valign="middle" >0.11</td><td align="center" valign="middle" >0.09</td><td align="center" valign="middle" >0.02</td><td align="center" valign="middle" >19.64</td></tr><tr><td align="center" valign="middle" >Feb-86</td><td align="center" valign="middle" >0.39</td><td align="center" valign="middle" >0.21</td><td align="center" valign="middle" >0.18</td><td align="center" valign="middle" >0.07</td><td align="center" valign="middle" >0.20</td><td align="center" valign="middle" >0.14</td><td align="center" valign="middle" >0.14</td><td align="center" valign="middle" >0.11</td><td align="center" valign="middle" >0.03</td><td align="center" valign="middle" >21.43</td></tr><tr><td align="center" valign="middle" >Mar-86</td><td align="center" valign="middle" >0.43</td><td align="center" valign="middle" >0.18</td><td align="center" valign="middle" >0.25</td><td align="center" valign="middle" >0.07</td><td align="center" valign="middle" >0.31</td><td align="center" valign="middle" >0.22</td><td align="center" valign="middle" >0.22</td><td align="center" valign="middle" >0.18</td><td align="center" valign="middle" >0.04</td><td align="center" valign="middle" >17.05</td></tr><tr><td align="center" valign="middle" >Apr-86</td><td align="center" valign="middle" >0.43</td><td align="center" valign="middle" >0.17</td><td align="center" valign="middle" >0.26</td><td align="center" valign="middle" >0.07</td><td align="center" valign="middle" >0.34</td><td align="center" valign="middle" >0.24</td><td align="center" valign="middle" >0.24</td><td align="center" valign="middle" >0.19</td><td align="center" valign="middle" >0.05</td><td align="center" valign="middle" >20.17</td></tr><tr><td align="center" valign="middle" >May-86</td><td align="center" valign="middle" >0.45</td><td align="center" valign="middle" >0.17</td><td align="center" valign="middle" >0.28</td><td align="center" valign="middle" >0.07</td><td align="center" valign="middle" >0.37</td><td align="center" valign="middle" >0.26</td><td align="center" valign="middle" >0.26</td><td align="center" valign="middle" >0.21</td><td align="center" valign="middle" >0.05</td><td align="center" valign="middle" >18.92</td></tr><tr><td align="center" valign="middle" ></td><td align="center" valign="middle" ></td><td align="center" valign="middle" ></td><td align="center" valign="middle" ></td><td align="center" valign="middle" ></td><td align="center" valign="middle" ></td><td align="center" valign="middle"  colspan="4"  >Average saving in evaporation loss (%)</td><td align="center" valign="middle" >19.26</td></tr></tbody></table></table-wrap><table-wrap id="table4" ><label><xref ref-type="table" rid="table4">Table 4</xref></label><caption><title> Quantity of water saved by treatment</title></caption><table><tbody><thead><tr><th align="center" valign="middle" >Period</th><th align="center" valign="middle" >Water level at the beginning</th><th align="center" valign="middle" >Water level at the end</th><th align="center" valign="middle" >Storage at the beginning</th><th align="center" valign="middle" >Storage at the end</th><th align="center" valign="middle" >Average water spread area</th><th align="center" valign="middle"  colspan="2"  >Saving in evaporation due treatment</th></tr></thead><tr><td align="center" valign="middle" ></td><td align="center" valign="middle" >(m)</td><td align="center" valign="middle" >(m)</td><td align="center" valign="middle" >(mcum)</td><td align="center" valign="middle" >(mcum)</td><td align="center" valign="middle" >(msqm)</td><td align="center" valign="middle" >(m)</td><td align="center" valign="middle" >(mcum)</td></tr><tr><td align="center" valign="middle" >16-Dec-85 to 31-Dec-85</td><td align="center" valign="middle" >140.78</td><td align="center" valign="middle" >140.48</td><td align="center" valign="middle" >2.53</td><td align="center" valign="middle" >2.06</td><td align="center" valign="middle" >1.55</td><td align="center" valign="middle" >0.01</td><td align="center" valign="middle" >0.01</td></tr><tr><td align="center" valign="middle" >Jan-86</td><td align="center" valign="middle" >140.48</td><td align="center" valign="middle" >139.96</td><td align="center" valign="middle" >2.06</td><td align="center" valign="middle" >1.24</td><td align="center" valign="middle" >1.43</td><td align="center" valign="middle" >0.02</td><td align="center" valign="middle" >0.03</td></tr><tr><td align="center" valign="middle" >Feb-86</td><td align="center" valign="middle" >139.96</td><td align="center" valign="middle" >139.56</td><td align="center" valign="middle" >1.24</td><td align="center" valign="middle" >0.79</td><td align="center" valign="middle" >1.15</td><td align="center" valign="middle" >0.03</td><td align="center" valign="middle" >0.03</td></tr><tr><td align="center" valign="middle" >Mar-86</td><td align="center" valign="middle" >139.56</td><td align="center" valign="middle" >139.13</td><td align="center" valign="middle" >0.79</td><td align="center" valign="middle" >0.36</td><td align="center" valign="middle" >0.98</td><td align="center" valign="middle" >0.04</td><td align="center" valign="middle" >0.04</td></tr><tr><td align="center" valign="middle" >Apr-86</td><td align="center" valign="middle" >139.13</td><td align="center" valign="middle" >138.70</td><td align="center" valign="middle" >0.36</td><td align="center" valign="middle" >0.00</td><td align="center" valign="middle" >0.84</td><td align="center" valign="middle" >0.05</td><td align="center" valign="middle" >0.04</td></tr><tr><td align="center" valign="middle" >May-86</td><td align="center" valign="middle" >138.70</td><td align="center" valign="middle" >138.25</td><td align="center" valign="middle" >0.00</td><td align="center" valign="middle" >−0.17</td><td align="center" valign="middle" >0.38</td><td align="center" valign="middle" >0.05</td><td align="center" valign="middle" >0.02</td></tr><tr><td align="center" valign="middle" ></td><td align="center" valign="middle" ></td><td align="center" valign="middle" ></td><td align="center" valign="middle" ></td><td align="center" valign="middle"  colspan="3"  >Total saving in evaporation</td><td align="center" valign="middle" >0.18</td></tr></tbody></table></table-wrap></sec><sec id="s3_4"><title>3.4. Economics of the Experiment</title><p>Due to very scanty rainfall in the region around Rajkot city during 1985 monsoon, water supply lakes, and reservoirs received very poor replenishment. A very grave situation arose in the municipal water supply to one million residents of Rajkot with the summer months still ahead. The situation was so critical that authorities had to arrange for water by any means of transportation or to evacuate the city. To cope with this situation water was transported from distant places by road and by special trains. The cost for the transportation of 10,000 of litres water came to $7.0 by road and $3.0 by rail while the cost of water savings by this experiment was $0.45. Thus, the cost of saving water from this experiment was insignificant compared to the cost of other arrangements to bring water from distant sources.</p><p>Apart from the economics of the cost, there is a deeper human value which cannot be measured in terms or money. For instance in the case of Rajkot City, there were anxious moments when considering the question of evacuating the city due to a very acute shortage of water. The experiment on the Aji reservoir saved about 0.18 mcm of water which lasted for a further 15 days. Thus, the experiment was partially instrumental in saving Rajkot from the grueling experience of evacuation.</p></sec></sec><sec id="s4"><title>4. Conclusions and Recommendations</title><p>On the basis of this water saving experiment, the following conclusions were drawn:</p><p>・ Though evaporation cannot be controlled fully in field conditions, partial control can be achieved with satisfactory results.</p><p>・ The efficiency of evaporation retardation in terms of percent of water saved from evaporation losses decreases with increases in temperature and wind velocities at the reservoir site.</p><p>・ The cost of chemical must be taken into account in the routine treatment, but in the case of extreme circumstances it should not govern the consideration for saving water.</p><p>These conclusions point to the fact that efficiency of the control operation varies from site to site. In extreme circumstances, there cannot be any norm of the economy, but for the general year to year treatments, the merit of the site conditions of the lake governs. A lake encircled by high hill ranges in the wind direction is recommended as it will calm the conditions even if wind velocities are higher in the region. It can be achieved by planting huge trees all around the periphery of the reservoir. This green belt of trees will also help to reduce evaporation by increasing the moisture content of the air by the process of transpiration. The root system of these trees will resist erosion and help to reduce the rate of silting of the reservoir.</p><p>Monomolecular films of Cetyl/Stearyl alcohol offer the prospect of an economical solution to the evaporative loss of water from large storage sites. There is scope for further research for more improved formulations with increased resistance to high temperatures and wind stress.</p></sec><sec id="s5"><title>Cite this paper</title><p>Kishor Panjabi,Ramesh Rudra,Pradeep Goel, (2016) Evaporation Retardation by Monomolecular Layers: An Experimental Study at the Aji Reservoir (India). 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