OPTIMUM DESIGN OF SEDIMENTATION TANKS BASED ON SETTLING CHARACTERISTICS OF KARACHI TANNERY WASTES

A study was carried out in a specially designed settling column to investigate the settling characteristics of effluents arising from Karachi tanneries. The Jar-tests were conducted to determine the optimum dosage of coagulants such as potash alum and ferric chloride to maximize the removal of suspended solids (S.S) from the wastes. For alum, the optimum dosage was found to be 150 mg L^-1, whereas with ferric chloride it was 30 mg L^-1. Experiments carried out in the settling column with the optimum coagulant dosages showed that the coagulation with ferric chloride was much better than with alum, as it removes about 84% S.S from the wastes compared to 70% removal obtained in case of alum. Design curves in terms of percent removal of S.S. vs loading rate and detention time were constructed using data obtained from settling column. These curves can be used in designing the settling tanks employed in the tannery wastes treatment plants.     

Chemo-biochemical Desulphurization of Various Gaseous Streams on Bench Scale

The gaseous streams containing hydrogen sulphide (H₂S) mixed with nitrogen gas (N₂) (H₂S, 0.00145 mol L^-1), H₂S mixed with liquefied petroleum gas (LPG) and refinery fuel gas were evaluated, in batch operation, in a bubbled column reactor for desulphurization using ferric sulphate as an oxidant. Further, the ferrous sulphate produced in the process of oxidation is biologically oxidized to ferric sulphate using biomass enriched with Thiobacillus ferrooxidans-JSPR1 in flask culture experiments. In all the cases, the gases were bubbled into the biologically generated ferric sulphate (from ferrous sulphate solution) for the oxidation of H₂S. The results indicate that0.00426 mol L^-1 of ferric ions are required for reacting with0.00145 mol L^-1 of H₂S in a gaseous stream containing mixture of N₂ and H₂S. A concentration of 0.00447 mol L^-1 of ferric ions is needed for oxidation of 0.00145 mol L^-1 of H₂S mixed with LPG. Similarly, the refinery fuel gas containing 0.0031 mol L^-1 of H₂S requires 0.00428 mol L^-1 of ferric ion for effective desulphurization. The ratio of moles of H₂S reacted to moles of Fe²⁺ produced at optimal condition was 0.533, 0.516, 0.510, respectively, for nitrogen mixed H₂S, LPG mixed H₂S and refinery fuel gas containing H₂S. The removal of H₂S from these gaseous streams was more than 98%sulphate produced in the process could be biologically oxidized to ferric sulphate with an efficiency of 98%, using shake flask culture experiments. Based on flask culture experiments for biooxidation of commercial ferrous sulphate to generate ferric sulphate, the biokinetic constants viz. yield coefficient y, maximum specific growth rate constant μ_max and half saturation rate constant K _s were evaluated. The yield coefficient was found to be 0.112 while μ_max and K _s were observed to be 0.1686 hr^-1 and 187.9 mg L^-1, respectively. The evaluation of biokinetic constants for bio-oxidation of ferrous sulphate generated during the scrubbing of refinery fuel gas containing H₂S indicated the value of μ_max and K _s as 0.1426 hr^-1 and 205 mg L^-1, respectively. The value of yield coefficient in this real system was found to be 0.102.     

Microfauna Community as an Indicator of Effluent Quality and Operational Parameters in an Activated Sludge System for Treating Piggery Wastewater

In order to study the potential use of microfauna as an indicator of effluent quality and operational parameters in an activated sludge system for treating piggery wastewater, an experimental sequencing batch reactor was set up and evaluated by biological and physical–chemical analyses for 12 months. Results show that microfauna (and specifically ciliate protozoa) are a good parameter for assessing effluent quality in terms of both chemical oxygen demand (COD) and ammonia and for assessing the organic and nitrogen load of the system. Specifically, the abundance of ciliates decreases from 20,000 individuals·mL^?1 to ca. 2,500 individuals·mL^?1 and from ca. 10,000 individuals mL^?1 to ca. 200 individuals mL^?1 when effluent concentration is between 550 and 750 mg L^?1 and above 100 mg L^?1 to the COD and ammonia concentrations, respectively. Furthermore, microfauna abundance is reduced from ca. 18,000 individuals mL^?1 (organic load between 0.1 and 0.2 mg COD mg total suspended solids (TSS)^?1 day^?1) to ca. 500 individuals mL^?1 (organic load between 0.3 and 04 mg COD mg TSS^?1 day^?1). Microfauna abundance also decreases as nitrogen loading increases. Nitrogen loading in the range of 5–60 mg NH₄–N g TSS^?1 day^?1 does not have any significant effect on microfauna abundance. However, ammonia loading from 60 to 120 mg NH₄–N g TSS^?1 day^?1 reduces microfauna abundance ca. 6-fold. Ciliate protozoa were the largest microfauna group during the whole period of study, representing ca. 75% of the total microfauna abundance. The largest group in the ciliate community was that of the free-swimming ciliates. This was followed by the group of attached and crawling ciliates. Specifically, the dominant ciliate species during the whole study period were Uronema nigricans, Vorticella microstoma-complex, Epistylis coronata, and Acineria uncinata.     

Mercury pollution of effluent,air, and soil near a battery factory in Tanzania

Effluent, air, and soil samples near a battery factory in Dar es Salaam, Tanzania, where HgCl₂ is used to prevent mold growth, were collected to explore the potential for pollution of the environment from industrial discharge of Hg. Flameless atomic absorption spectrophotometry was used for Hg determinations. The concentration of Hg in the effluent ranged from <0.2 to 5.2 mg L^?1 and the Hg concentration varied greatly within and among sampling days, showing different peaks. Air contained a mean of 4.0 μg m^?3 with little variation within and between sampling days. Soils near the factory contained high Hg levels, from 6.7 to 472 mg kg^?1 in the immediate vicinity, the highest level being associated with disposal of solid waste (defective batteries). Downwind the concentration of Hg decreased with increasing distance from the factory resulting in a soil concentration of 1.0 mg Hg kg^?1 about 2 km away. Upwind the Hg concentration decreased drastically within a distance of 100 to 200 m.     

Influence of Natural Organic Matter (NOM) on the Speciation of Aluminum during Water Treatment

Natural organic matter (NOM) is a term collectively used to describe the complex matrix of organic material present in natural waters. The impact of NOM on the speciation of aluminum at Buffalo Pound water treatment plant was evaluated in the present study using fulvic acid. The first stage of the study was to conduct aluminum (Al) speciation experiments (using background dissolved organic carbon levels present in the raw water) at the pilot scale water treatment plant located within the main plant changing the aluminum sulfate (alum) dose from 68 mg L^-1 (yearly average dose of the main plant) to 34 mg L^-1. The second stage of the study was to conduct jar tests at various alum/DOC ratios. Pilot scale speciation study showed that when the alum/DOC ratio was 5.3, most of the total aluminum in the filtered water was in the form of particulate aluminum. Such an increased particulate aluminum level did not increase the finished water turbidity. Soluble organic aluminum also increased compared to the level in raw water when the alum/DOC ratio was 5.3. Al speciation study conducted during jar testing showed that organically bound aluminum increased from 8 μg L^-1 (raw water) to 15 μg L^-1 in the finishedwater when the alum/DOC = 1.37. Jar test results also showed that an alum/DOC of at least 7.3 should be maintained in the main plant in order to meet the proposed operating guidelines of 100 μg L^-1 of total aluminum by Health Canada given the conditions that finished water soluble aluminum levels may be in the range of 35–40 μg L^-1.     

成都平原农区地下水中NO3--N含量变化规律研究

采用硝酸根电极法对成都平原温江县天府乡农区田间和水井的地下水NO-3 N含量进行了一年多的连续测定 ,探讨了该农区地下水中NO-3 N的变化规律和氮肥用量的影响。结果表明 :(1)田间地下水NO-3 N含量周年变化规律是冬春枯水季较高 ,且变幅较大 (0 3 6～ 2 62mgL- 1) ,平均值为 2 59mgL- 1;夏秋丰水季较低 ,且变幅较小 (0 84～ 5 48mgL- 1) ,平均值为 1 10mgL- 1。 (2 )前作麦季氮肥施用量 ,对稻季地下水中NO-3 N含量有明显影响 ,当前作施纯氮达 3 75kghm- 2 时 ,稻季地下水NO-3 N含量最高达 3 4 6mgL- 1,其平均值为 17 97mgL- 1,是施纯氮 150kghm- 2 平均值 1 3 0mgL- 1的 13 7倍。 (3 )井水中NO-3 N含量变化幅度为 0 14～ 16 53mgL- 1,3口井水平均值分别为 2 54、3 60、6 52mgL- 1,未超出我国生活饮用水卫生标准 ,但明显高于灌溉水NO-3 N含量的平均值 1 81mgL- 1。 (4)地下水位的高低与井水中NO-3 N含量没有线性关系     

Availability of Cadmium and Zinc as Affected by the Use of Reactive Phosphate Rock,Lime, and Chicken Manure on an Indonesian Acidic Upland Soil under Field Conditions

We assessed cadmium (Cd) and zinc (Zn) availability when applying reactive phosphate rock (RPR) in combination with lime and chicken manure on Indonesian acidic upland soils. Maize plants were grown on unamended soil and soils treated with several combinations of 2 tons dolomite ha^–1, 2 tons of chicken manure ha^–1, 1 ton ha^–1 of RPRL (reactive phosphate rock containing 4 mg Cd kg^–1 and 224 mg Zn kg^–1), and 1 ton ha^–1 of RPRH (RPR containing 69 mg Cd kg^–1 and 745 mg Zn kg^–1). In addition to its positive effect on plant yield, application of RPR in combination with chicken manure did not result in toxic Cd concentrations. Although liming is effective to reduce plant Cd concentrations, it results in more soil Cd accumulation and more plant Zn deficiency. Cadmium and Zn concentrations in shoots and grains can be predicted well from amounts extracted from the soil by 0.5 M ammonium (NH₄) acetate + 0.02 M ethylenediaminetetraacetic acid (EDTA) at pH 4.65.     

酸性土壤磷分级新方法建立与生物学评价

土壤磷分级方法可用于估算土壤有效磷数量、不同土壤磷组分库数量及其对土壤有效磷的补充能力。以云南赤红壤、黄红壤及湖北棕红壤为供试材料,运用张守敬方法、蒋柏藩方法及本文提出的新方法,对三种酸性土壤和其石灰改良后的土壤磷进行分级研究,探讨石灰改良对酸性土壤磷组分数量及其生物有效性的影响。结果表明:Ca2-P、Al-P和Fe-P是酸性土壤主要的有效磷源,O-P(闭蓄态磷)也是潜在有效磷源,土壤中活性有机磷库相对比较稳定,可转化为高活性有效磷源供植物吸收利用。与两种经典磷分级方法相比,新方法将O-P划分为O-Al-P和O-Fe-P,O-Fe-P较好地反映了石灰处理与对照之间的土壤磷植物有效性差异。     

Liming Influences Forms of Acidity in Soils Belonging to Different Orders under Subtropical India

A pot experiment was conducted to study the influence of liming on changes in different forms of acidity in relation to soil properties. Thirty-six surface (0–15 cm deep) soil samples were collected from different soil orders, namely Entisols, Inceptisols, Alfisols, and Entisols of coastal saline zone of West Bengal, India, and incubated for 21 days with three doses of lime [i.e., no lime (L₀), half lime (L_1/2), and full lime (L₁)]. Results of analysis of soil showed that there were significant increases in pH in water (pH_w) and pH in 0.02 M calcium chloride (CaCl₂) (pH_Ca) (1.3 and 1.5 units) and decrease in total acidity, hydrolytic acidity, exchange acidity, electrostatically bound aluminium (EBAl³⁺), and electrostatically bound hydrogen (EBH⁺) upon liming being from 1.53 to 0.57, 1.40 to 0.54, 0.13 to 0.03, 0.08 to 0.01, and 0.06 to 0.02 cmol (p⁺) kg^?1, respectively. The decrease in values of all the forms of acidity was greater in L₁ than in L_1/2 treatment under Entisols of the terai zone, followed by Entisols of coastal saline zone, Inceptisols, and Alfisols. The forms of acidity showed significant positive correlation with each other but negative correlation with pH_w and pH_Ca, except for EBH⁺.     

Ammonium Losses Through Subsurface Drainage Effluent from Rice Fields of Coastal Saline Sodic Clay Soils

Subsurface tile drainage systems with drainspacings of 15 m in 0.4 ha and 25 m in 3.2 ha wereinstalled at the farmers' field in 1986 and 1987,respectively, to study their effect on the reclamationof the coastal saline sodic clay soils. The system'sperformance in terms of the changing physical andchemical properties of the soil and rice yield wascontinuously monitored for a decade. Field datasuggested the possibility of adopting wider drainspacings and thus, drainage system with 35 and 55 mspacings was laid in 1997 in a 4 ha area. On theseinstallations the losses of NH₄ ⁺-N throughsub-surface drainage effluent were estimated. Thearea under 25 m drain spacing was the control with nocrops, fertilization and irrigation. Analysis ofwater samples collected daily for 10 days startingfrom 40 DAT from the drain laterals revealed thatthere were no trace of NH₄ ⁺-N in theeffluent from 15 and 25 m drain spacings. However,the effluent from 35 and 55 m spacings contained anaverage of 6.704 mg L^-1 and 4.205 mg L^-1 of NH₄ ⁺-N, respectively, before irrigation and2.438 and 1.650 mg L^-1 after irrigation. Themagnitudes of the losses of NH₄ ⁺-N duringthe crop season were 6.43 kg ha^-1 in 35 m spacingwith a drainage rate of 5.6 mm d^-1 and 2.14 kgha^-1 in 55 m spacing with a drainage rate of 3.5 mm d^-1. The rice yield was 6.5 Mg ha^-1 in15 m drain spacing where no ammonium losses throughsubsurface drainage effluent occurred. The rice yieldsunder 35 and 55 m drain spacings were 1.9 and 1.8 Mgha^-1, respectively. The poor yield was due tosignificant loss of ammonium form of nitrogen throughthe drainage effluent and lesser availability of totalnitrogen to the plants. The plant uptake of nitrogen in the unreclaimed area with 55 m spacing was half ofthat in the reclaimed area with 15 m spacing.     

Phosphate Leaching from Intact Soil Column in Response to Reducing Conditions

Iron(III)(hydr)oxides can dissolve under reducing soil conditions. Simultaneously, oxide-associated inorganic phosphate is released to the soil solution. In this study, the effect of reducing soil conditions on phosphate leaching from transient waterlogging clayey soil is evaluated. We applied glucose solutions (either 100 or 1000 mg glucose-C L^-1) at a steady flow rate of 0.63 mm h^-1 to a saturated intact column of structured Alfisol (diam. 0.5 m, height 1.0 m). Effluent concentrations of iron(II) and reactive orthophosphate (P_i) increased slightly during 5 d of low glucose application, reaching values of 2.5 mg Fe L^-1, and 0.02 mg PO₄-P L^-1, respectively. During 10 d of high glucose application, the iron(II) concentration increased to 14 mg Fe L^-1 and fluctuations in the P_i-concentration between 0.002 and 0.1 mg PO₄-P L^-1 were observed. The fluctuations in P_i-concentration are ascribed to interactions between progression of the glucose front, and P_i-mobilization/resorption processes at the walls of macropores. The daily P-losses during low and high glucose applications averaged 0.3 mg PO₄-P m^-2 d^-1, and 0.5 mg PO₄-P m^-2 d^-1, respectively. Comparisons with a parallel topsoil study suggest that subsoil exerts a strong control on leaching – probably via resorption – of P_i mobilized in the topsoil.     

Column Studies on Nitrate Removal from Potable Water

Biological processes can achieve nitrate removal from groundwater. The sulfur/limestone autotrophic denitrification by Thiobacillus denitrificans was evaluated with three laboratory-scale column reactors. The optimum sulfur/limestone ratio was determined to be 2:1 (mass/mass). Different hydraulic retention times were used during the column tests to examine nitrate removal efficiencies. Under an HRTs of 13 h, nitrate concentration of 60 mgNO₃ ^--N L^-1 was reduced to less than 5 mg NO₃ ^--N L^-1. On a higher HRT of 26 h the nitrate removal efficiency was close to 100% for all nitrate-nitrogen loading rates. Different initial nitrate-nitrogen concentrations (30, 60, and 90 mg NO₃ ^--N L^-1) were used in the study. Column tests showed that the nitrate-nitrogen loading rate in this study was between 50 to 100 g NO₃ ^--N m^-3 d^-1 to obtain a removal efficiency of 80–100%. It was found that approximately 6 mg SO₄ ^2- was produced for 1 mg NO₃ ^--N removed. Nitrite-nitrogen in all cases was less than the maximum allowable concentration of 1 mg NO₂ ^--N L^-1. Effluent pH was stable in the range of 7 to 8; the effluent dissolved oxygen was less than 0.15 mg L^-1 and the oxidation-reduction potential in all columns was in the range of –110 to –250 mV.     

The Applicability of the Local and International Water Quality Guidelines to Al-Gassim Region of Central Saudi Arabia

The quality of 109 water samples, comprised of 70 drinking waterand 39 irrigation water samples, in Al-Gassim Region of SaudiArabia was investigated with respect to total dissolved salts(TDS), electric conductivity (EC), pH, total hardness and themajor cations (Ca²⁺, Mg²⁺, Na⁺ and K⁺) andanions (Cl^-, SO₄ ^2-, NO₃ ^-,F^- andHCO₃ ^-) beside coliform bacteria as an indicator offaecal contamination.The concentrations of TDS varied widely, from 109 to 6995 mgL^-1, with a mean of 1427 mg L^-1. Of the 109 watersamples examined, 81 (74.3%) comply with the maximumpermissible drinking water limits set by the local and international standards and guidelines and 28 (25.7%) were abovethe limits of these standards. The concentrations of the cationsand anions (with the exception of NO₃ ^- and F^-)follow, more or less, a trend similar to TDS. NO₃ ^- concentrations (range 0–30 mg L^-1) comply with the limitof 50 mg L^-1 NO₃ ^- as the highest tolerableNO₃ ^- content. The concentrations of F^- indrinking water (range 0.2–1.5 mg L^-1) are alarming since88% of samples were below the lower permissible limit of 0.6 mgL^-1 set by SASO (1984), the guideline of the WHO is 1.5 mgL^-1 while the EEC maximum concentration lies within the range 0.7–1.5 mg L^-1. Microbiological analyses showednegative coliform tests, which confirms that they are devoid ofany faecal contamination.     

Potential hazards of lime application in a damaged pine forest ecosystem in Berlin,Germany

Ninety percent of the pines (P. Sylvestris) in the forests of Berlin (West) are classified as damaged. Needle and leaf analyses do not indicate nutrient deficiencies. In site of high S-inputs (55 kg ha^?1 yr^?1 with throughfall) total acid inputs are moderate (2.4 kmol ha^?1 yr^?1) due to their neutralization by carbonatic dusts. Heavy metal depositions have led to accumulations in the forest floor (e.g. Pb 150 mg kg^?1, Cd 0.5 mg kg^?1). The dominating soil type, a cambic arenosol (Ustipsamment) is strongly acidified (pH 3.2 – 4.0) and poor in available nutrients. On an experimental plot, the application of dolomitic lime (6.1 tons ha^?1) and fertilizer (145 kg ha^?1 K₂SO₄) led to a significant increase m pH and base saturation in the top 10 cm of the mineral soil after 2 yr. The data on element fluxes give evidence for increased mineralization rates, enhanced heavy metal accumulation in the forest floor and increased soil solution concentrations of potentially hazardous substances (Al, Cd, NO₃). The lime application is discussed in terms of site specific effects on ecosystem stability and groundwater quality.     

A field trial to evaluate the pollution potential to ground and surface waters from woodchip corrals for overwintering livestock outdoors

Outwintering beef cattle on woodchip corrals offers stock management, economic and welfare benefits when compared with overwintering in open fields or indoors. A trial was set up on a loamy sand over sand soil to evaluate the pollution risks from corrals and the effect of design features (size and depth of woodchips, stocking density, and feeding on or off the corral). Plastic‐lined drainage trenches at 9–10 m spacing under the woodchips allowed sampling of the leachate. Sampling of the soil to 3.6 m below the corral allowed evaluation of pollutant mitigation during vadose zone transport. Mean corral leachate pollutant concentrations were 443–1056 mg NH₄‐N L^?1, 372–1078 mg dissolved organic carbon (DOC) L^?1, 3–13 mg NO₃‐N L^?1, 8 × 10⁴–1.0 × 10⁶Escherichia coli 100 mL^?1 and 2.8 × 10²–1.4 × 10³ faecal enterococci 100 mL^?1. Little influence of design features could be observed. DOC, NH₄ and (in most cases) E. coli and faecal enterococci concentrations decreased 10²–10³ fold when compared with corral leachate during transport to 3.6 m but there were some cores where faecal enterococci concentrations remained high throughout the profile. Travel times of pollutants (39–113 days) were estimated assuming vertical percolation, piston displacement at field moisture content and no adsorption. This allowed decay/die‐off kinetics in the soil to be estimated (0.009–0.044 day^?1 for DOC, 0.014–0.045 day^?1 for E. coli and 0–0.022 day^?1 for faecal enterococci). The mean [NO₃‐N] in pore water from the soil cores (n = 3 per corral) ranged from 114 ± 52 to 404 ± 54 mg NO₃‐N L^?1, when compared with 59 ± 15 mg NO₃‐N L^?1 from a field overwintering area and 47 ± 40 mg NO₃‐N L^?1 under a permanent feeding area. However, modelling suggested that denitrification losses in the soil profile increased with stocking density so nitrate leaching losses per animal may be smaller under corrals than for other overwintering methods. Nitrous oxide, carbon dioxide and methane fluxes (measured on one occasion from one corral) were 5–110 g N ha^?1 day^?1, 3–23 kg C ha^?1 day^?1, and 5–340 g C ha^?1 day^?1 respectively. Ammonia content of air extracted from above the woodchips was 0.7–3.5 mg NH₄‐N m^?3.     

动力学模型在土壤钾素释放特征描述中的运用及其与化学方法提取的钾素之间的相关性研究

Potassium (K) release characteristics in soil play a significant role in supplying available K. Information on K-release characteristics in soils of central Iran is limited. The objectives of this study were to determine K release characteristics and correlations of K release rate constants with K extracted by different chemical methods in surface soils of ten calcareous soils of central Iran. The kinetics of K release in the soils was determined by successive extraction with 0.01 mol L^-1 CaCl₂ in a period of 2--2 017 h at 25±1 ^oC. Soil K was extracted by distilled water, 0.5 mol L-1 MgNO₃, 0.002 mol L^-1 SrCl₂, 0.1 mol L^-1 BaCl₂, 0.01 mol L^-1 CaCl₂, 1 mol L^-1 NaCl, 1 mol L^-1 boiling HNO₃, 1 mol L^-1 NH₄OAC, Mehlich 1, 0.002 mol L^-1 SrCl₂ 0.05 mol L^-1 citric acid, and ammonium bicarbonate-diethylenetriamine pentaacetic acid (AB-DTPA). A plot of cumulative amounts of K released showed a discontinuity in slope at 168 h. Thus, two equations were applied to two segments of the total reaction time (2--168 and 168--2017 h). Cumulative amounts of K released ranged from 55 to 299 mg kg^-1 in 2--168 h and from 44 to 119 mg kg^-1 in 168--2 017 h. Release kinetics of K in the two time segments conformed fairly well to parabolic diffusion, simplified Elovich, and power function models. There was a wide variation in the K release rate constants. Increasingly higher average concentrations of soil K were extracted by distilled water, Mehlich 1, SrCl₂, CaCl₂, SrCl₂ + citric acid, AB-DTPA, MgNO₃, NaCl, NH₄OAc, BaCl₂ and HNO₃. Potassium release rate constants were significantly correlated with K extracted. The results of this study showed that information obtained from mathematical modeling in two reaction time segments can help to estimate the K-supplying power of soils.     

Effect of Metals on Decolorization of Reactive Blue HERD by <Emphasis Type="Italic">Comamonas</Emphasis> sp. UVS

Comamonas sp. UVS was able to decolorize Reactive Blue HERD (RBHERD) dye (50 mg L^?1) within 6 h under static condition. The maximum dye concentration degraded was 1,200 mg L^?1 within 210 h. A numerical simulation with the model gives an optimal value of 35.71?±?0.696 mg dye g^?1 cell h^?1 for maximum rate (V_max) and 112.35?±?0.34 mg L^?1 for the Michaelis constant (K_m). Comamonas sp. UVS has capability of decolorization of RBHERD in the presence of Mg²⁺, Ca²⁺, Cd²⁺, and Zn²⁺, whereas decolorization was completely inhibited by Cu²⁺. Metal ions also affected the levels of biotransformation enzymes during decolorization of RBHERD. Comamonas sp. UVS was also able to decolorize textile effluent with significant reduction in COD. The biodegradation of RBHERD dye was monitored by UV–vis spectroscopy, FTIR spectroscopy, and HPLC.     

莱州湾南岸滨海湿地的氮、磷循环过程及调控对策

在莱州湾南岸滨海湿地的生物地球化学循环过程中,N、P元素主要来源于通过河流输入的工业废水、城市生活污水、农田地表径流、灌溉余水和海水养殖池养殖废水,通过潮上带、潮间带湿地最终被输送到潮下带近海湿地,引起潮下带近海湿地水体N、P含量的不断升高,2000年通过河流输入到莱州湾南岸的N总量为46271.1t,P总量为2092.1t.潮上带、潮间带自然湿地的底质、土壤和植物对N、P元素有显著的吸收、净化作用.以2000年为例,若不考虑自然湿地的吸收、净化作用,仅靠水体交换、扩散稀释,输送到潮下带近海湿地的N、P在海水中的含量为6.74mg·L-1、0.299mg·L-1,而当年潮下带近海湿地水体N、P含量实测值分别为0.086mg·L-1、0.029mg·L-1,计算值分别是实测值的78.4倍、10.3倍;说明自然湿地对输入的N、P有明显的吸收净化效应.为降低莱州湾南岸潮下带近海湿地海水中的N、P含量,提出了发展循环经济,减小莱州湾南岸滨海湿地的N、P输入通量,对自然湿地进行有效的保护和生态恢复,建设人工湿地、提高湿地的环境净化功能等调控措施.     

Fractionation and Aqueous Speciation of Zinc in a Lake Polluted by Mining Activities,Flin Flong,Canada

The concentrations of zinc in Ross Lake, a small, relatively shallow lake adjacent to the Hudson Bay Mining and SmeltingCompany smelter in Flin Flon, Manitoba, Canada, have risenrecently to levels that may soon approach environmental concern.Six locations were sampled, five sites in Ross Lake and one sitein Flin Flon Creek and sampling occurred in four sampling dates.Water was collected from two sampling depths, together with asample of the underlying sediment. Aqua regia extraction of thesediments dissolved large amounts of both zinc and sulphur,averaging 28 800 mg kg^-1 for zinc and 40 700 for sulphur.Much smaller amouns of Zn occurred in organic, 266 mg kg^-1,and specifically adsorbed forms, 192 mg kg^-1. X-raydiffraction analysis confirmed the presence of sphalerite, ZnS,in the sediments. Average contents of Zn in the waters for thefour sampling dates were 838 μg L^-1, 572 μgL^-1, 619 μg L^-1 and 222 μg L^-1. Aqueousspeciation calculations indicated that the predominant speciespresent in oxygenated waters were ZnSO⁰ ₄, ZnL⁰,Zn(OH)⁰ ₂ and ZnCO⁰ ₃and that ZnS(HS)^- wasthe predominant species at the sediment/water interface.     

TREATED EFFLUENT AND SALINE WATER IRRIGATION INFLUENCES SOIL PROPERTIES,YIELD, WATER PRODUCTIVITY AND SODIUM CONTENT OF SNOW PEAS AND CELERY

To determine the effects of irrigation water quality, plants were irrigated with normal potable water [0.25 dS m^?1 electrical conductivity (EC), 25 mg L^?1 sodium (Na), 55 mg L^?1 chloride (Cl)], treated effluent (0.94 dS m^?1 EC, 122 mg L^?1 Na, 143 mg L^?1 Cl) and saline water with low salinity (1.24 dS m^?1 EC, 144 mg L^?1 Na and 358 mg L^?1 Cl) and high salinity (2.19 dS m^?1 EC, 264 mg L ^?1Na and 662 mg L^?1 Cl) for snow peas, and high salinity (3.07 dS m^?1 EC, 383 mg L^?1 Na and 965 mg L^?1 Cl) and very high salinity (5.83 dS m^?1 EC, 741 mg L^?1 Na and 1876 mg L^?1 Cl) for celery. The greater salts build up in the soil and ion toxicity (Cl and Na) with saline water irrigation contributed to significantly greater reduction in root and shoot biomass, water use, yield and water productivity (yield kg kL^?1 of water used) of snow peas and celery compared with treated effluent and potable water irrigation. There was 8%, 56% and 74% reduction in celery yield respectively with treated effluent, high salinity and very high salinity saline water irrigation compared with potable water irrigation. The Na concentration in snow peas shoots increased by 54%, 234% and 501% with treated effluent, low and high salinity saline water irrigation. Similarly, the increases in Na concentration in celery shoots were 19%, 35% and 82%. The treated effluent irrigation also resulted in a significant increase in soil EC, nitrogen (N) and phosphorus (P) content compared with potable water irrigation. The heavy metals besides salts build up appears to have contributed to yield reductions with treated effluent irrigation. The study reveals strong implications for the use of saline water and treated effluent for irrigation of snow peas and celery. The salt build up within the root zone and soil environment would be critical in the long-run with the use of saline water and treated effluent for irrigation of crops. To minimize the salinity level in rhizosphere, an alternate irrigation of potable water with treated effluent or low salinity level water may be better option.