The average individual is well aware of the need for ample supplies of water for domestic consumption and industrial use, for transportation, power, irrigation, and for recreation. Few, however, realize the scarcity and the value of this most versatile of a nation’s resources. The false impression of abundance that has long existed, created a certain sense of values which permitted misuse and abuse of the nation's supply of water. Increasing population and vast industrial growth leave created conditions that citizens can no longer ignore. In recent years considerable public opinion has been directed to the undesirable effects of extensive domestic and industrial pollution of the nation's waters. New legislation designed to control the uses of the country's waters and the abatement of pollution have been initiated and other programs arc proposed from time to time as public support increases. This thesis was designed to add to that fund of data upon which intelligent programs must necessarily be based. It presents some of the chemical, biological and physical aspects of a small, highly polluted stream, and an attempt was made to correlate the collected data sith the available information on the subjects involved. / Master of Science

M.S.

The stream pollution survey has become in the past decade a standard activity in the field of Sanitary Engineering. Both industry and municipality are now making wide use of the survey as one of the first steps in the determination of waste treatment requirements. / Master of Science

The purpose of the investigation presented in chapter 1 was to determine which of the following artificial stream designs would be most logistically simple yet effective in maintaining riffle insects during a 30-d bioassay: 1) static and no current (S-NC); 2) flow-through and no current (FT-NC); 3) static with current (S-C); or 4) flow-through with current (FT-C). Flow-through and current, when provided, were 12 ml min⁻¹ and 30 cm sec⁻¹, respectively. Streams were covered by emergence traps, and daylight equivalent lights provided a natural photoperiod. The four stream designs were evaluated in triplicate based on changes in insect species-abundances after 30 d. Test organisms were transferred to the artificial streams in rock-filled containers previously colonized for 30 d in a third-order mountain stream riffle. Relative to benthic samples taken directly from the source riffle, the artificial substrates selected for collector-filterers and against collector-gatherers. The FT-C and S-C stream designs maintained most taxa at or above initial densities. Emergent adults comprised a large proportion of mayfly and chironomid densities and must be monitored during bioassays with aquatic insects. The Investigation reported in chapter 2 was conducted to determine if contaminant-induced changes in macroinvertebrate and periphyton communities in laboratory stream microcosms could be used to predict macroinvertebrate and periphyton responses In a natural stream receiving the same contaminant. The microcosms were dosed in quadruplicate with four (0.0, 0.1, 1.0, and 10.0%) concentrations of a complex effluent; these concentrations reflected those in the field. Mayfly densities in the microcosms were significantly (P≤0.05) reduced at 1.0 or 10.0% effluent depending on species. Hydropsychlds were not affected by the effluent, and chironomids and periphyton were stimulated. Overall, the stream microcosms accurately predicted the macroinvertebrate and periphyton response observed in the field. Chapter 3 compared responses to a complex effluent from microcosms of indigenous macroinvertebrates and protozoans to responses observed in acute tests with Daphnia magna, Ceriodaphnia dubia and Pimephales promelas and chronic survival and reproductive tests with C. dubia The predictive utility of these various tests was then evaluated against observed effects in the receiving stream. The LC₅₀_s (% effluent) from the acute tests were 63.09 for Pimephales promelas, 18.8 to 31.3 for Daphnia magna and 54.7 for Ceriodaphnia dubia. Results from 7-day chronic tests indicated that C. dubia survival was significantly (P≤0.05) affected at 30% effluent and reproduction was affected at concentrations ≥3.0% effluent. In the protozoan microcosms, community composition was significantly (P≤0.05) changed at 1.0%; while protozoan species richness was significantly reduced at 3.0% effluent. The microcosms not only were the most sensitive indicators of effluent toxicity, they also correctly predicted which indigenous organisms would be lost and which would be stimulated at various ambient concentrations of the effluent. In the fourth chapter canonical discriminant analysis, 2 diversity indices, and 7 community comparison indices were evaluated to determine their utility in quantifying macroinvertebrate response to a complex effluent in laboratory microcosms. A permutation and randomization procedure was used to test the hypothesis of no treatment effect based on the community comparison indices. The Bray-Curtis index provided the most meaningful condensation of the data. / Ph. D. / incomplete_metadata

The purpose of this research was to determine the influence of extended dosing of zinc on the carbon cycling and biomass characteristics of freshwater epilithon. Experiments were conducted in artificial streams continuously dosed with 0.00, 0.05, or 1.00 mg Zn liter⁻¹ for 20 to 30 days during summer and fall, 1984 and 1985. Repeated measurement of epilithon structure and function included estimates of ¹⁴C-glucose respiration, ¹⁴C-glutamate respiration, O₂ and CO₂ flux rates, ash-free dry weight (AFDW), protein, carbohydrate, and algal pigment concentrations, and total and zinc-tolerant colony forming units. An increase in epilithic glucose respiration per unit biomass consistently occurred 5 to 10 days after dosing with 1.0 mg Zn liter⁻¹ was started. At the same time significantly lower epilithon biomass occurred in the high dosed streams relative to controls in 3 out of 4 studies. Although algal pigment concentrations were lowest in the high dose streams at the midpoint of the studies, the chlorophyll a-to-pheophytin a ratio remained high, indicating that the minimal algal population was not senescing in situ. After 30 days, the epilithon dosed with 1.0 mg Zn liter⁻¹ had higher AFDW, protein, and carbohydrate concentrations than the other treatments. By 20 days, the high zinc treatment showed evidence of more total and zinc-tolerant colony forming units and lower rates of O₂ and CO₂ flux than epilithon from control streams. The high rates of glucose respiration were characteristic of epilithic communities stressed by 1.0 mg Zn liter⁻¹, and this response was not apparently due to in situ senescence of zinc-sensitive cells; the results suggested that epilithic biomass was washed out of the systems, not being degraded in situ. The development of unique epilithon communities that are acclimated to prolonged zinc exposure is evident in the eventual recolonization of the artificial surfaces, glucose respiration rates that are comparable to controls, and presence of zinc-tolerant heterotrophs. / Ph. D.

No / This study aims to examine the potential of natural clay mineral from the southern part of Saudi Arabia as an effective adsorbent material for the removal of heavy metal ions of cadmium (Cd) and nickel (Ni) from aqueous solutions. The SEM analysis showed that clay particles had mixed shapes such as elongated rod-like and rectangular shape having rough corners with larger particles of 2-8 µm in size and smaller particles in the sub-micron size range. X-ray diffraction data revealed that clay particles had a good crystalline structure and composed of a mixture of various minerals including feldspar, illite, quartz, calcite, and gypsum. The BET surface area was found to be 35 ± 1 m ² /g and the average pore size and pore volume of 6.5 ± 0.5 nm and 5.7e-02 cc/g, respectively. The X-ray fluorescence analysis of clay showed main compounds of SiO₂ (47.33%), Al₂O₃ (18.14%), Fe₂O₃ (15.89%) with many others such as CaO, MgO, TiO₂, and K₂O in minor quantities. It was found that 1.2 g of clay removed up to 99.5% of Ni and 97.5% of Cd from 40 ppm aqueous solutions. The metal removal efficiencies were increased from around 95% up to 99% by increasing the pH of aqueous solutions from 4 to 11. The adsorption of Ni and Cd ions on Saudi clay was relatively fast, and up to 97% of ions were removed from solution within 45 min. The SEM-EDX and BET analysis for recycled clays further confirmed that the metal ions were removed from water through adsorption onto the clay. The experimental data fitted well with Langmuir and Freundlich isotherms. The maximum adsorption capacity of clay for Cd and Ni from isotherms was found to be 3.3 and 2.7 mg/g respectively. The findings of this study confirm the potential role of Saudi natural clay in wastewater treatment processes as a cheap, environment-friendly and safe natural adsorbent material. / The authors extend their appreciation to the Deanship of Scientific Research at King Khalid University for funding this work through research groups program under grant number R.G.P1./97/40.

When mining activities in some parts of the Witwatersrand were discontinued in 2000, the defunct workings started to flood. In September 2002 the mine water started to decant from the West Rand Mine Basin (WRB) next to the Tweelopie East Stream. Treated water is currently used in the mine's metallurgical plants and 15Ml per day of treated water is disposed firstly into the Cooke Attenuation Dam and then discharged into the Wonderfonteinspruit. The aim of this study was to find and provide remediation measures as a result of acid mine drainage and other impacting factors on the water quality and volume in the Wonderfonteinspruit. Conductivity and total dissolved solids (TDS) were highest at the point where the tailings dam leached into the Wonderfonteinspruit. Sulphate was very high as was expected due to acid mine drainage. The best way to treat the high sulphate levels is with sulphate-reducing bacteria. To avoid the fatal flaw of many other constructed wetlands, a continuous carbon source is provided to the bacteria in the form of activated sewage from the Flip Human sewage treatment plant. Iron and other heavy metals are being precipitated through oxidation reactions to form oxides and hydroxides from the aerobic cell in the wetland. The wetlands are also known for their ability to reduce nitrate and microbial values with great success. In the remediation, four elements that currently do not comply with the SABS criteria for class 0 water, were chosen for improvement: conductivity, dissolved solids, sulphate and iron. Conductivity falls within class 1 and has a maximum of 178 mS/m @25ºC that should be reduced to under 70 mS/m. Total dissolved solids have a value of 1585 mg/l, which is much higher than the prescribed 450 ml/l, making it class 2 water. The last two problematic elements are both considered as class 2 water: sulphate peaks at 592 mg/l where the preferred value is 200 mg/l, and iron should be 0.01 mg/l, not the staggering 0.3mg/l. iv Alternative mitigation methods were identified and analysed for the impacts of the five major contaminators and ultimately the solution comes down to constructed wetlands. This is not a straightforward solution, however, and a specific design to accommodate all the different pollutants and water quality ranges was proposed. The other mitigation methods include a cut-off trench and pump-back system for the tailings dam, as well as the implementation of a monitoring programme. The sewage works should be optimised and better managed. Both the settlement and agricultural sector need to be educated on their representative impacts on the environment and government assistance should be available. / ENVIRONMENTAL SCIENCES / MSC (ENVIRON MANAGEMENT)

published_or_final_version / Environmental Management / Master / Master of Science in Environmental Management

Bluegill were exposed to 3 and 30 pg/L lindane and 20 and 200 pg/L naphthalene to determine uptake rate constants, K1 depuration rate constants, K2, and bioconcentration factors, BCF. Correlations were determined between lipid normalized and non-lipid normalized BCFs, and between observed Kl, K2 and BCFs and predicted values. The K1 values for both chemicals and concentrations were similar. The K2 values were different (1.04 day~1, 0.46 day 1). Naphthalene was more rapid. BCFs for lindane (315) and naphthalene (98) were different. Lipid normalized BCFs for naphthalene were more variable than non-lipid normalized BCFs. The reverse was observed for lindane BCFs. Predicted K1, K2 , and BCFs were in agreement with observed values.

Water pollution has become a global issue with impacts in all countries but particularly those undergoing rapid urbanisation such as China. The review for this thesis established that in 2015 China had 3,910 urban treatment plants with daily treatment capacity of 167million cubic metres. This treatment capacity was able to serve more than 90% of the population in urban regions. Compared to the previous 20 years, these treatment facilities represented a major improvement. However, the thesis uses recent annual environmental reports to show that this level of treatment is still not enough to avoid serious water pollution, more than 30% of Chinese rivers were classified as polluted. The main reason for this it is suggested is that most of treatment infrastructure is for urban areas and the rural areas still lack even basic treatment and rural communities represents about half the total Chinese population. The statistics reported in Chapter 2.1 indicates only 25.3% of towns and 11% of villages are connected to treatment facilities. It was concluded that this lower treatment rate was the major factor impacting on the water environment. Therefore, it is important to improve treatment infrastructure in China remote areas. The literature suggested that trickling filter (TF) technology had advantages as wastewater treatment in this type of situation namely Chinese rural areas. This thesis therefore reports on research to upgrade the TF basic processes to remove newly prioritized nutrient pollutants using novel, sustainable and easily available local media, these were; zeolite, maifan stone, recycled concrete aggregate (RCA), brick, blast furnace slag and dolomite. The media were screened using simple absorption tests first focussing on P removal and then a short-listed group tested under dynamic pilot scale. Further static experiments were carried out on this group to understand the mechanisms involved. The pilot tests used the selected concrete and brick. The best performers against traditional media controls and the results showed pollutant removal (COD, TSS, Turbidity, TOC and N) in line with previous models. The media, except concrete, however released phosphorus. This was further confirmed by batch tests with different operating conditions which found the media released P when the initial P concentration was below 10mg/l or above 15mg/l. Concrete was not affected and continued to adsorb P under all conditions (Chapter 4). It was recommended that tests using crushed concrete for tertiary treatment be carried out. Concrete was further studies by isotherm models the best fit was the Langmuir equation with a maximum adsorption of 6.88mg/g. The mechanism of adsorption was ionic attraction determined by kinetic study and thermodynamic models. The adsorption capacity was compared with other literature, and the results from this study suggested a larger size of crushed concrete (2-5mm) could be used for P removal as effectively as smaller sizes. In order to determine the phase of the P adsorbed, sequential extractions were carried out. The results confirmed labile or easily removed P (LBP) dominated (44%) followed by refractory or occluded P (O-P), Ca-P, Mg-P and Al-P. The literature, suggested LBP would be easily available to plants and the RCA could be reused for plant nutrient supply. Different grades of RCA in terms of their original water to cement ratio (W/C) were also tested for P removal. The study showed high W/C ratio removed more P due to the greater porosity and larger pore sizes than the lower W/C ratio.