Dagvatten härstammar från nederbörd och ibland en del grundvatten, när regn faller på hårda ytor ökar sannolikheten för ytavrinning med högt flöde och med det vattnet kan föroreningar följa med som hamnar i recipienten eftersom generellt så renas inte dagvatten när det rinner i ledningar, vattendrag eller diken vidare till recipient. När regn faller på ytor med vegetation så blir det lägre flöde, då en del vatten stannar på växter eller blir upptagna av rötter samt infiltreras av jorden. Vattnet filtreras därför naturligt och risken för föroreningar är lägre, men många naturligt förekommande ämnen hamnar ändå i recipienten. När städer expanderar så ökar de hårda ytorna i form av till exempel vägar och byggnader. Uppsala är en av dessa städer som expanderar, därför är det viktigt med bra dagvattenhantering för att försöka minska mängden utsläppta ämnen som försämrar vattenkvaliteten i Fyrisån. Studien genomfördes genom att kartlägga dagvattenutlopp med Fyrisån som recipient, samt provtagningar av vattnet från utloppen och ytvatten från Fyrisån. De parametrar som testats är konduktivitet, turbiditet och nitrathalt. Proven har sedan jämförts med data hämtad från Sveriges lantbruksuniversitets (SLU) teststationer Klastorp och Flottsund. Detta kandidatarbete undersöker dagvatten och dess påverkan på vattenkvalitet i Fyrisån. Den del av Fyrisån som analyserats är 8,5 km lång och sträcker sig från Klastorp i norra Uppsala, till Sävjaån i södra som ligger ungefär 4 km norr om Ekoln där Fyrisån mynnar. Varje dagvattenutlopp fick varsin koordinat med hjälp av en GPS och senare en benämning i undersökningen / Stormwater originates from precipitation and possibly some amounts of groundwater. When rain falls on areas with a hard surface it can contribute to surface runoff and with that the possibility for contaminations to enter the recipient, since most stormwater is directed to the recipient with pipes, trenches and water streams directly that generally have no sort of cleaning treatment. On the other hand, when precipitation falls on areas with vegetation the water is intercepted by the plants and the roots taking up water as well. This gives less runoff and the water that reaches the recipient has been filtered through the soil, but substances can still reach the recipient.  When cities expand and more hard surfaces increase such as roads and buildings, and areas of vegetation generally decrease. Uppsala is one those cities that are under heavy expansion, which makes it very important to have a good management plan of stormwater to try and decrease the amount of substances that makes water quality worse in Fyrisån. Three parameters were used to determine the water quality in this thesis, conductivity, turbidity and nitrate content. Testing was performed on both the water from the outlets, as well as the surface water of Fyrisån. Results from the testing were compared to data collected from Sveriges lantbruksuniversitets (SLU) test sites Klastorp and Flottsund. This bachelor’s thesis examines stormwater and its impact on water quality of Fyrisån in Uppsala, Sweden. The examined area follows Fyrisån, is 8,5 km long and stretches from the northern part of Uppsala, Klastorp to the south where a stream called Sävjaån connects, which is situated about 4km before Fyrisån mouths in the lake Ekoln. The area was mapped using a GPS, giving each location with a stormwater outage a specific coordinate and afterwards a name used in the report.

Theoretical part of the diploma thesis purveys information on drinking water and quality requirements, changes of drinking water quality during distribution and accumulation caused by disinfection, chemical processes, corrosion of constructional materials, incrusting solids, biofilms, nitrification of ammonia nitrogen, sediments in pipelines, elution of harmful matter. Attention was given to drinking water quality indicators which are associated with changes in drinking water distribution systems. In experimental part are studied changes of drinking water quality during distribution on the basis of selected drinking water quality indicators. There is specifically chemical oxygen demand, concentration of iron, manganese, ammonia ions, nitrites, nitrates, chloroform and chlorine. For periodical monitoring were selected suitable locality within the framework of Brno distribution system; for illustration were taken water samples from distribution systems of drinking water treatment plants Švařec, Vír, Štítary and Mostiště. For selected methods of analytical determination of above mentioned drinking water quality indicators are presented their characteristics. Obtained information on drinking water quality is mentioned in tabular and graphical form.

The aim of the master´s thesis is the topic of the treatability of surface water with the focus on the process of suspension formation. For this work I took water samples from five different places around the Brno Dam which has contended with water quality deterioration for a long period. With these water samples, the series of jar coagulation tests were done with the application of three different commonly used coagulants. In the theoretical part of the master´s thesis I deal with the composition and attributes of surface water and the technology of its treatment. Each process of treatment is briefly described here with the emphasis on the process of suspension formation. The experimental part of the master´s thesis summarizes and presents the results gained through the coagulation tests in the laboratory. I evaluate the influence of different parameters on final effectiveness of water treatment and I try to find an optimal amount of coagulant, pH and speed of fast or slow mixing. Finally I compare the suitability of each coagulant and the influence of the sampling site on the effectiveness of water treatment.

Près de 25% de la population mondiale est alimentée par de l’eau en provenance d’aquifères karstiques. La compréhension et la protection de ces derniers apparait donc comme essentielle dans le cadre d’une augmentation des besoins en eau potable. De plus, une contamination des forages d'alimentation en eau potable par une eau turbide peut s'avérer fortement dommageable car entrainant une possible contamination des populations desservies. Dans le cas de la Normandie, des coupures régulières son nécessaires afin de préserver la santé des habitants. La modélisation et la prédiction des augmentations de turbidité apparaissent comme un travail difficile du fait des nombreux phénomènes et paramètres régissant la turbidité ainsi que la non-linéarité de la réponse entre les précipitations et la turbidité. Peu de modèles à l'heure actuelle ont été proposés pour représenter la relation liant la turbidité avec les précipitations. C'est ainsi, en s'intéressant au forage AEP d'Yport responsable de l'alimentation en eau potable de la ville du Havre, que nous proposons une application des réseaux de neurones pour la prévision de la turbidité. Durant les travaux de thèse, nous avons mis en avant la nécessité d'effectuer des campagnes d'échantillonnages des produits phytosanitaires afin de permettre l'identification des éventuels proxies des produits phytosanitaires tel que la turbidité, les précipitations ou bien la conductivité. Par la suite, les travaux effectués dans cette thèse nous ont permis (i) de monter que les modèles par réseaux de neurones permettent de prévoir à 12h et 24h les variations de turbidité, (ii) de tester plusieurs voies d'amélioration de ces modèles, (iii) d'intégrer l'analyse multirésolution aux modèles par réseaux de neurones et pour finir (iiii) d'identifier un semi proxy des contaminations en produits phytosanitaires. / Approximately 25% of the world's population is supplied by water from karstic aquifers. The understanding and protection of these appears to be essential in the context of drinking water needs increasing. In addition, contamination of drinking water by turbid water can be highly damaging by resulting in possible contamination of the served populations. In the case of Normandy, regular drinking water cut-off are necessary to preserve the health of the inhabitants. The modeling and prediction of turbidity event appears as a challenging work because of the number of phenomenon and parameters involves in turbidity variation as well as the non-linearity of the link between rainfall and turbidity. Actually, few models have been proposed to represent the relationship between turbidity and rainfall. In this context, by focusing on Yport's pumping well which is responsible for Half of Le Havre city drinking water supply, we propose an application of neural networks for turbidity prediction. During this thesis work, we emphasized the need to carry out sampling campaigns for phytosanitary products to enable the identification of possible phytosanitary product proxies such as turbidity, rainfall or conductivity. Subsequently, the work carried out in this thesis enabled us to (i) designed neural network models allow to predict at 12h and 24h the turbidity variations, (ii) test several ways to improve these models, (iii) integrate multiresolution analysis into neural networks models and finally (iiii) identify a semi proxy for phytosanitary product contamination.

Freshwater mussels is one the most endangered groups of organisms worldwide and stand in front of several threats. Global warming along with anthropogenic influence affect the mussel’s natural habitat and stress leads to changes in their behaviour. The aim was to investigate if the behaviour of Unio tumidus exposed to thermal stress differs depending on fine particulate matter exposure. This study hypothesises that (1) the critical thermal maximum of mussels is lower in high turbidity than in clear water (2) mussels in highly turbid water extend their foot at a lower temperature than in clear water (3) mussels have a more frequent gaping behaviour in high turbidity than in clear water. Mussels were placed in each water filled beaker with sensors glued to their shells for monitoring gaping behaviour. Aquarium heaters increased the water temperature gradually until the mussels reached their CTM. One group were placed in clear river water and one group in water with high turbidity. There was no significant difference in the CTM between the highly turbid and clear water. The mussels in the river water extended their foot at a lower temperature compared to the mussels in high turbidity. One possible explanation is that the mussels remain shut to protect themselves due to higher stress levels. Valve gaping behaviour was visually investigated and displayed different patterns between mussels in clear and highly turbid water. This study contributes with information regarding mussel behaviour and response to thermal stress which can be of value for future studies. / Sötvattenmusslor är en av de mest hotade organismerna i världen och står inför flera hot. Global uppvärmning tillsammans med antropogen inverkan påverkar musslornas naturliga livsmiljö och stress leder till förändringar i deras beteende. Syftet var att undersöka om beteendet hos Unio tumidus som utsätts för termisk stress skiljer sig beroende på exponering av fina partiklar. Denna studie antar att (1) critical thermal maximum för musslor är lägre vid hög turbiditet än i åvatten (2) musslor i hög turbiditet sträcker ut sin fot vid en lägre temperatur än i åvatten (3) musslor har ett mer frekvent öppningsbeteende vid hög turbiditet än i åvatten. Musslor placerades i vattenfyllda bägare med sensorer limmade på sina skal för att övervaka öppningsbeteende. Akvarievärmare ökade vattentemperaturen gradvis tills musslorna nådde sitt critical thermal maximum. En grupp placerades i åvatten och en grupp i vatten med hög turbiditet. Det fanns ingen signifikant skillnad i CTM mellan hög turbiditet och åvattnet. Musslorna i åvattnet sträckte ut sin fot vid en lägre temperatur jämfört med musslorna i hög turbiditet. En möjlig förklaring är att musslorna förblir stängda för att skydda sig på grund av högre stress. Öppningsbeteende undersöktes visuellt och visade olika mönster mellan musslor i åvatten och vatten med hög turbiditet. Denna studie bidrar med information om musslornas beteende och respons på termisk stress som kan vara av värde för framtida studier.

A multi purpose dam called Bili bili have been built in Jeneberang river basin in easternIndonesia in 1999 and providing water available to all customers. In 2004 a landslide occurredand impact to the quality of raw water, especially the amount of turbidity, dramaticallyincreased. Landslide problems started with high sedimentation rates to water infrastructures.Technically the lifetime of Bili bili multi purpose dam and reservoirs will be shorter thanplanned. In contrast, we understand and agreed that sustainable development and ensuring thecurrent use of a water resource as well as a dam should compromise its use by future generation.To reach progress in sustainability we need to establish governance structures and practices thatcan foster, guide and coordinated positive work by a host of actors on a complex of issues.Today, Indonesian Central Government is planning to establish a public corporate participationto comprehensive water resources management in eastern Indonesia. The important significant ofstakeholders in order to develop comprehensive approaches, are water agencies: regional andlocal water institution that will manage catchments areas, water infrastructures and water utilitiesas provider of drinking water to municipalities. They will be acquainted to the water and waterinstitutional capacity problems. This research examines both the current impacts on and potential future for water management ineastern Indonesia. One of the objectives of this research will be to described the current of waterresource organization, which is related to establishing of a public corporate, not onlystakeholders involvement; management and organization; but also finances and investments;operation; distribution; regulation and policy. One objective of this research will be measured byconducting interactive interviews and dialogue with the representatives of the stakeholders. Thelast objective is evaluating the Human Resources Development performances of water resourcesmanagement by a series of workshops. Additionally, some recommendations for a future watersupply system will be provided as an input for the government and local authority in order toimprove the capacity and water resources management in eastern Indonesia. The results conclude that to meet the Millennium Development Goals, the establishment of apublic corporate for supporting Indonesia’s process of decentralization is necessary where thelocal level include customers can be a much more dynamic interaction between providers ofservices and water users. A participatory method is useful to raise problems, so while the CentralGovernment can mandate a minimum service standard and the achievements of these standardscan be monitored directly at the local level. Accountability of water resources development should be considered as a vehicle when aproblem occurs with insufficiency of the existing water facilities and a big demand of waterpurposes. / www.ima.kth.se

Stormwater is water that originates from snow or rainfall and that cannot naturally infiltrate the soil. When stormwater flows from hard surfaces it can transport different pollutants to watercourses. By measuring turbidity continuously and using the relationship between turbidity and pollutants the pollutant levels can be estimated. The aim of this study was partly to investigate the relationship between turbidity and phosphorus, metals and PAHs in stormwater in three catchment areas. This study also aimed to investigate how the distribution between dissolved and particulate bound concentrations of phosphorus and metals varied during different rain courses and at different catchment areas. The study was carried out in Uppsala and included continuous measurement of turbidity in three stormwater wells in three catchment areas. Seven samples were also taken at different precipitation occasions in both stormwater and in Fyrisån. In Svartbäcken there was a strong relationship between turbidity and phosphorus and metals. In Librobäck there was an indication that there was a strong relationship between turbidity and some metals and PAH:s. There was no relationship between turbidity and pollutants in Luthagen. Based on these samples, it is difficult to draw any conclusions about why the connections differed for certain pollutants and catchment areas. Due to the fact that the number of measuring points was too few the continuous measurement could not be used to estimate variations in pollution levels. To be able to use the continuous measurement, a longer sampling period and different precipitation occasions is needed. The continuous measurements were used to get an idea of when the samples were taken during the stormwater flow. The results also showed that all pollutants were mostly particulate bound for samples taken at the beginning of a precipitation occasion and with some precipitation during the sampling. For samples that did not take place in connection with stormwater runoff events, the distribution varied for the pollutants in the study. It has not been possible to see a clear trend for how the distribution between dissolved and particulate bound pollutants has varied between different catchment areas. / Dagvatten är vatten som uppkommer vid regn eller vid snösmältning och som inte kan infiltrera naturligt i marken. När dagvattnet avrinner ytligt på marken kan det föra med sig föroreningar till recipienten. Genom att mäta turbiditet kontinuerligt och utnyttja eventuella samband med föroreningar kan föroreningshalter i dagvatten uppskattas. Studien hade två huvudsakliga syften varav det ena var att undersöka samband mellan turbiditet och fosfor, metaller samt PAH:er i dagvatten i tre avrinningsområden. Detta för att se om sambanden kunde användas för att med hjälp av kontinuerlig mätning av turbiditet uppskatta föroreningshalter vid avrinningsområdena. Det andra syftet var att undersöka hur fördelningen mellan lösta och partikulärt bundna andelar fosfor och metaller varierade under olika regnförlopp och vid olika avrinningsområden.  Studien utfördes i Uppsala och innefattade delvis kontinuerlig mätning av turbiditet i tre dagvattenbrunnar i tre avrinningsområden. Det gjordes även sju stickprovtagningar vid olika nederbördstillfällen i både dagvatten och i Fyrisån. I Svartbäcken visade resultaten att det fanns starka samband mellan turbiditet och fosfor och metaller. I Librobäck fanns det en indikation för starka samband mellan turbiditet och fosfor samt vissa metaller och PAH:er. I Luthagen fanns det dock inga samband mellan turbiditet och undersökta föroreningarna. Utifrån dessa prover var det svårt att dra några slutsatser kring varför sambanden skilde sig åt för vissa föroreningar och avrinningsområden. På grund av att antalet mätpunkter var för få kunde inte den kontinuerliga mätningen användas för att uppskatta variationer av föroreningshalter. För att kunna använda den kontinuerliga mätningen behövs en längre provtagningsperiod med fler provtagningar.  Resultatet visade även att den partikulärt bundna andelen dominerade för alla föroreningar vid de provtagningar som togs i början på ett nederbördstillfälle och vid viss nederbörd. Vid provtagningar som utfördes senare under nederbördstillfället varierade fördelningen för de olika föroreningarna. Det har inte varit möjligt att se en tydlig trend för hur fördelningen mellan lösta och partikulärt bundna föroreningar varierade mellan olika avrinningsområden.

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Normal";mso-tstyle-rowband-size:0;mso-tstyle-colband-size:0;mso-style-noshow:yes;mso-style-priority:99;mso-style-parent:"";mso-padding-alt:0cm 5.4pt 0cm 5.4pt;mso-para-margin-top:0cm;mso-para-margin-right:0cm;mso-para-margin-bottom:10.0pt;mso-para-margin-left:0cm;line-height:115%;mso-pagination:widow-orphan;font-size:11.0pt;font-family:"Calibri","sans-serif";mso-ascii-font-family:Calibri;mso-ascii-theme-font:minor-latin;mso-hansi-font-family:Calibri;mso-hansi-theme-font:minor-latin;mso-ansi-language:EN-US;mso-fareast-language:EN-US;}</style><![endif]--><span lang="EN-US" style="font-size:10.0pt;line-height:115%;font-family:&quot;Cambria&quot;,&quot;serif&quot;;mso-ascii-theme-font:major-latin;mso-hansi-theme-font:major-latin;mso-bidi-font-family:&quot;Times New Roman&quot;">Primena različitih tretmana sa ciljem redukcije sadržaja nesaharoznih jedinjenja u melasi &scaron;ećerne repe potencijalan je metod za pobolj&scaron;anje parametara kvaliteta melase, lak&scaron;e sprovođenje procesa desaharifikacije melase i sprečavanje eventualnih nepoželjnih promena pri skladi&scaron;tenju melase. Stoga je predmet istraživanja ove disertacije redukovanje sadržaja nesaharoznih jedinjenja u melasi &scaron;ećerne repe upotrebom prirodnih adsorbenata mineralnog (različiti tipovi bentonita) i celuloznog (celuloza različitog stepena čistoće i modifikovani ekstrahovani rezanci &scaron;ećerne repe) porekla. Variranjem pH vrednosti sredine, suve materije melase i koncentracije primenjenog adsorbenta ispitan je sinergistički efekat uslova tretmana na stepen redukcije sadržaja nesaharoznih jedinjenja u melasi. Efikasnost sprovedenog tretmana utvrđena je na osnovu promena parametara kvaliteta melase i to boje, mutnoće, sadržaja saharoze, sadržaja suve materije i sadržaja pepela. </span></p><p class="MsoNormal" style="text-align:justify"><span lang="EN-US" style="font-size:10.0pt;line-height:115%;font-family:&quot;Cambria&quot;,&quot;serif&quot;;mso-ascii-theme-font:major-latin;mso-hansi-theme-font:major-latin;mso-bidi-font-family:&quot;Times New Roman&quot;">Na osnovu rezultata uočava se da je pozitivan uticaj kombinovanog dejstva upotrebljenih adsorbenata i uslova tretmana najizraženiji kod mutnoće i boje melase &scaron;to potvrđuje afinitet adsorbenata ka zadržavanju i/ili vezivanju bojenih materija. Takođe, navedeni pozitivan uticaj izražen je u manjoj ili većoj meri u zavisnosti od tipa primenjenog adsorbenta ali i uslova gde je uglavnom dominantan uticaj pH vrednosti </span></p><p><!--[if gte mso 9]><xml> <o:OfficeDocumentSettings> <o:RelyOnVML/> <o:AllowPNG/> </o:OfficeDocumentSettings></xml><![endif]--><!--[if gte mso 9]><xml> <w:WordDocument> <w:View>Normal</w:View> <w:Zoom>0</w:Zoom> <w:TrackMoves/> <w:TrackFormatting/> <w:DoNotShowRevisions/> <w:DoNotPrintRevisions/> <w:DoNotShowMarkup/> <w:DoNotShowComments/> <w:DoNotShowInsertionsAndDeletions/> <w:DoNotShowPropertyChanges/> <w:HyphenationZone>21</w:HyphenationZone> <w:PunctuationKerning/> <w:ValidateAgainstSchemas/> <w:SaveIfXMLInvalid>false</w:SaveIfXMLInvalid> <w:IgnoreMixedContent>false</w:IgnoreMixedContent> <w:AlwaysShowPlaceholderText>false</w:AlwaysShowPlaceholderText> <w:DoNotPromoteQF/> <w:LidThemeOther>EN-US</w:LidThemeOther> <w:LidThemeAsian>X-NONE</w:LidThemeAsian> <w:LidThemeComplexScript>X-NONE</w:LidThemeComplexScript> <w:Compatibility> <w:BreakWrappedTables/> <w:SnapToGridInCell/> <w:WrapTextWithPunct/> <w:UseAsianBreakRules/> <w:DontGrowAutofit/> <w:SplitPgBreakAndParaMark/> <w:EnableOpenTypeKerning/> <w:DontFlipMirrorIndents/> <w:OverrideTableStyleHps/> </w:Compatibility> <m:mathPr> <m:mathFont m:val="Cambria Math"/> <m:brkBin m:val="before"/> <m:brkBinSub m:val="&#45;-"/> <m:smallFrac m:val="off"/> <m:dispDef/> <m:lMargin m:val="0"/> <m:rMargin m:val="0"/> <m:defJc m:val="centerGroup"/> <m:wrapIndent m:val="1440"/> <m:intLim m:val="subSup"/> <m:naryLim m:val="undOvr"/> </m:mathPr></w:WordDocument></xml><![endif]--><!--[if gte mso 9]><xml> <w:LatentStyles DefLockedState="false" DefUnhideWhenUsed="true" DefSemiHidden="true" DefQFormat="false" DefPriority="99" LatentStyleCount="267"> <w:LsdException Locked="false" Priority="0" SemiHidden="false" UnhideWhenUsed="false" QFormat="true" Name="Normal"/> <w:LsdException Locked="false" Priority="9" SemiHidden="false" UnhideWhenUsed="false" QFormat="true" Name="heading 1"/> <w:LsdException Locked="false" Priority="9" QFormat="true" Name="heading 2"/> <w:LsdException Locked="false" Priority="9" QFormat="true" Name="heading 3"/> <w:LsdException Locked="false" Priority="9" QFormat="true" Name="heading 4"/> <w:LsdException Locked="false" Priority="9" QFormat="true" Name="heading 5"/> <w:LsdException Locked="false" Priority="9" QFormat="true" Name="heading 6"/> <w:LsdException Locked="false" Priority="9" QFormat="true" Name="heading 7"/> <w:LsdException Locked="false" Priority="9" QFormat="true" Name="heading 8"/> <w:LsdException Locked="false" Priority="9" QFormat="true" Name="heading 9"/> <w:LsdException Locked="false" Priority="39" Name="toc 1"/> <w:LsdException Locked="false" Priority="39" Name="toc 2"/> <w:LsdException Locked="false" Priority="39" Name="toc 3"/> <w:LsdException Locked="false" Priority="39" Name="toc 4"/> <w:LsdException Locked="false" Priority="39" Name="toc 5"/> <w:LsdException Locked="false" Priority="39" Name="toc 6"/> <w:LsdException Locked="false" Priority="39" Name="toc 7"/> <w:LsdException Locked=&qu / <p>&nbsp;</p><p class="MsoNormal" style="text-align:justify"><span lang="EN-US" style="font-size:10.0pt;line-height:115%;font-family:&quot;Cambria&quot;,&quot;serif&quot;;mso-fareast-font-family:Calibri;mso-bidi-font-family:&quot;Times New Roman&quot;">The application of different treatments aiming to reduce the content of non-sugar compounds in sugar beet molasses is a potential method for molasses quality enhancement, facilitation of molasses desugarization process and prevention of any undesirable changes during molasses storage. Therefore, the objective of this dissertation is to reduce the content of non-sugar compounds in sugar beet molasses by using natural adsorbents of mineral (different types of bentonite) and cellulosic (cellulose of different purity and modified sugar beet pulp) origin. By varying treatment conditions such as pH, molasses dry substance and the applied adsorbent concentration, the synergistic effect of the treatment conditions on the reduction efficiency of non-sugar compounds content in molasses was examined. The treatment effectiveness was determined based on changes in molasses quality parameters, namely color, turbidity, sucrose content, dry substance content and ash content.</span></p><p><!--[if gte mso 9]><xml> <o:OfficeDocumentSettings> <o:RelyOnVML/> <o:AllowPNG/> </o:OfficeDocumentSettings></xml><![endif]--></p><p><!--[if gte mso 9]><xml> <w:WordDocument> <w:View>Normal</w:View> <w:Zoom>0</w:Zoom> <w:TrackMoves/> <w:TrackFormatting/> <w:DoNotShowRevisions/> <w:DoNotPrintRevisions/> <w:DoNotShowMarkup/> <w:DoNotShowComments/> <w:DoNotShowInsertionsAndDeletions/> <w:DoNotShowPropertyChanges/> <w:HyphenationZone>21</w:HyphenationZone> <w:PunctuationKerning/> <w:ValidateAgainstSchemas/> <w:SaveIfXMLInvalid>false</w:SaveIfXMLInvalid> <w:IgnoreMixedContent>false</w:IgnoreMixedContent> <w:AlwaysShowPlaceholderText>false</w:AlwaysShowPlaceholderText> <w:DoNotPromoteQF/> <w:LidThemeOther>EN-US</w:LidThemeOther> <w:LidThemeAsian>X-NONE</w:LidThemeAsian> <w:LidThemeComplexScript>X-NONE</w:LidThemeComplexScript> <w:Compatibility> <w:BreakWrappedTables/> <w:SnapToGridInCell/> <w:WrapTextWithPunct/> <w:UseAsianBreakRules/> <w:DontGrowAutofit/> <w:SplitPgBreakAndParaMark/> <w:EnableOpenTypeKerning/> <w:DontFlipMirrorIndents/> <w:OverrideTableStyleHps/> </w:Compatibility> <m:mathPr> <m:mathFont m:val="Cambria Math"/> <m:brkBin m:val="before"/> <m:brkBinSub m:val="&#45;-"/> <m:smallFrac m:val="off"/> <m:dispDef/> <m:lMargin m:val="0"/> <m:rMargin m:val="0"/> <m:defJc m:val="centerGroup"/> <m:wrapIndent m:val="1440"/> <m:intLim m:val="subSup"/> <m:naryLim m:val="undOvr"/> </m:mathPr></w:WordDocument></xml><![endif]--></p><p class="MsoNormal" style="text-align:justify"><span lang="EN-US" style="font-size:10.0pt;line-height:115%;font-family:&quot;Cambria&quot;,&quot;serif&quot;;mso-fareast-font-family:Calibri;mso-bidi-font-family:&quot;Times New Roman&quot;">According to the obtained results, the positive influence of the combined effect of applied adsorbents and treatment conditions is most pronounced for molasses quality parameters turbidity and colour, which confirms the applied adsorbents affinity towards coloured compounds retention or binding. Also, the stated positive influence is expressed to a greater or lesser extent depending on the type of adsorbent used as well as the conditions applied, where the influence of pH is mainly dominant.</span></p><p><!--[if gte mso 10]><style> /* Style Definitions */ table.MsoNormalTable{mso-style-name:"Table Normal";mso-tstyle-rowband-size:0;mso-tstyle-colband-size:0;mso-style-noshow:yes;mso-style-priority:99;mso-style-parent:"";mso-padding-alt:0cm 5.4pt 0cm 5.4pt;mso-para-margin-top:0cm;mso-para-margin-right:0cm;mso-para-margin-bottom:10.0pt;mso-para-margin-left:0cm;line-height:115%;mso-pagination:widow-orphan;font-size:11.0pt;font-family:"Calibri","sans-serif";mso-ascii-font-family:Calibri;mso-ascii-theme-font:minor-latin;mso-hansi-font-family:Calibri;mso-hansi-theme-font:minor-latin;mso-ansi-language:EN-US;mso-fareast-language:EN-US;}</style><![endif]--></p><p><!--[if gte mso 9]><xml> <o:OfficeDocumentSettings> <o:RelyOnVML/> <o:AllowPNG/> 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Thesis (Ph. D.)--Joint Program in Applied Ocean Science and Engineering (Massachusetts Institute of Technology, Dept. of Biology; and the Woods Hole Oceanographic Institution), 2005. / This electronic version was submitted by the student author. The certified thesis is available in the Institute Archives and Special Collections. / Includes bibliographical references. / The goals of this thesis were to quantify the behavior of gastropod larvae (mud snails Ilyanassa obsoleta) in turbulence, and to investigate how that behavior affects larval supply in a turbulent coastal inlet. Gastropod larvae retract their velums and sink rapidly in strong turbulence. Turbulence-induced sinking would be an adaptive behavior if it resulted in increased larval supply and enhanced settlement in suitable coastal habitats. In laboratory experiments, mud snail larvae were found to have three behavioral modes: swimming, hovering, and sinking. The proportion of sinking larvae increased exponentially with the turbulence dissipation rate over a range comparable to turbulence in a tidal inlet, and the mean larval vertical velocity shifted from upward to downward in turbulence resembling energetic nearshore areas. The larval response to turbulence was incorporated in a vertical advection-diffusion model to characterize the effects of this behavior on larval supply and settlement in a tidal channel. Compared to passive larvae, larvae that sink in turbulence have higher near-bed concentrations throughout flood and ebb tides. / (cont.) This high larval supply enables behaving larvae to settle more successfully than passive larvae in strong currents characteristic of turbulent tidal inlets. A study was conducted at Barnstable Harbor, MA to estimate the responses of larvae to turbulence in the field. Gastropod larvae from different coastal environments had genus-specific responses to turbulence, suggesting that larvae use turbulence for large-scale habitat selection. On ebb tides, mud snail larvae had a similar response to turbulence as in the laboratory, with greater sinking velocities in strong turbulence. Behavior estimates differed for flood and ebb tides, indicating that additional physical cues influence behavior. Turbulence-induced sinking behavior would enhance retention and promote settlement of mud snail larvae in habitats like Barnstable Harbor. / by Heidi L. Fuchs. / Ph.D.

La disminución de las reservas de agua dulce debido al cambio climático y sus efectos cada vez más imprevisibles, requiere de la construcción de nuevas presas y el mantenimiento de la capacidad de almacenamiento de los embalses existentes. Los proyectos de represamiento, generalmente consideran una vida útil de 50 años, producto de los sedimentos que se acumularán en el reservorio. Sin embargo, luego de transcurrido ese tiempo es inviable suspender las actividades generadas alrededor de una presa. Por esto, se requiere prolongar la vida útil de los embalses, mediante prácticas de manejo de sedimentos utilizando las estructuras que componen las presas, lo que involucra menores costos respecto de otras alternativas. Las prácticas de manejo de sedimentos más difundidas son el sluicing, el flushing y la ventilación de corrientes de turbidez. Se requiere una revisión de estas prácticas para implementarlas en el Perú, lo cual se desarrolla en el presente estudio, donde se realiza la evaluación de la presa Congalla. Este proyecto entró en funcionamiento en octubre del 2016, el cual requirió para su construcción de una particular obra de desvío, consistente en un ducto de barriles metálicos. Este ducto luego se convirtió en la descarga de fondo, con 100 m de longitud y 0.60 m de diámetro interno, mucho más de lo necesario técnicamente, pero más económico que otras opciones. Lo que se busca es aprovechar el área de la sección del conducto, para verificar su utilidad para la eliminación de sedimentos. Se ha realizado un análisis de información en gabinete y un arduo trabajo de campo en las temporadas de estiaje y lluvias, en los meses de agosto del 2018 y marzo del 2019 respectivamente. De acuerdo a los cálculos, luego de dos años y medio, se tiene una acumulación de sedimentos de 2793.24 m3 utilizando fórmulas empíricas y de 1633.49 m3 según mediciones efectuadas. Realizando la apertura de la válvula de la descarga, se han obtenido resultados de hasta 1.08% de eliminación de los sedimentos calculados mediante las mediciones, el cual es un buen indicador de la eficacia de limpieza. Los efectos negativos en el ecosistema, de los sedimentos liberados aguas abajo de la presa, fueron indetectables. / Decrease in freshwater reserves due to climate change and its increasingly unpredictable effects, requires the construction of new dams and maintenance of storage capacity of existing reservoirs. Damming projects, generally consider a useful life of 50 years, as a result of sediments that will accumulate in the reservoir. However, after that time has elapsed, it is not feasible to suspend the activities generated around a dam. Therefore, it is necessary to extend the useful life of reservoirs, through sediment management practices using the structures that make up the dams, which involves lower costs compared to other alternatives. Most widespread sediment management practices are sluicing, flushing, and venting of turbidity streams. It is required a review of these practices to implement them in Peru, which is developed in the present study, where evaluation of the Congalla dam is carried out. This project came into operation in October 2016, which required for its construction a particular diversion work, consisting of a metal barrel pipeline. This pipeline later became the bottom discharge, with a length of 100 m and an internal diameter of 0.60 m, much more than technically necessary, but cheaper than other options. What is sought is to take advantage of the duct section’s area, to verify its usefulness for elimination of sediments. An analysis of information has been carried out in office and arduous fieldwork in dry and rainy seasons, in months of August 2018 and March 2019 respectively. According to calculations, after two and a half years, there is an accumulation of sediments of 2793.24 m3 using empirical formulas and 1633.49 m3 according to measurements made. By opening the discharge valve, have been obtained results of up to 1.08% removal of sediments calculated through measurements, which is a good indicator of cleaning efficacy. Negative effects on the ecosystem, from the sediments released downstream from the dam, were undetectable. / Tesis