Stochastic approach to the derivation of emission limits for wastewater treatment plants

Stochastic approach to the derivation of WWTP emission limits meeting probabilistically defined environmental quality standards (EQS) is presented. The stochastic model is based on the mixing equation with input data defined by probability density distributions and solved by Monte Carlo simulations. The approach was tested on a study catchment for total phosphorus (P(tot)). The model assumes input variables independency which was proved for the dry-weather situation. Discharges and P(tot) concentrations both in the study creek and WWTP effluent follow log-normal probability distribution. Variation coefficients of P(tot) concentrations differ considerably along the stream (c(v)=0.415-0.884). The selected value of the variation coefficient (c(v)=0.420) affects the derived mean value (C(mean)=0.13 mg/l) of the P(tot) EQS (C(90)=0.2 mg/l). Even after supposed improvement of water quality upstream of the WWTP to the level of the P(tot) EQS, the WWTP emission limits calculated would be lower than the values of the best available technology (BAT). Thus, minimum dilution ratios for the meaningful application of the combined approach to the derivation of P(tot) emission limits for Czech streams are discussed.

Sewer infiltration/inflow: long-term monitoring based on diurnal variation of pollutant mass flux

The paper deals with a method for quantification of infiltrating groundwater based on the variation of diurnal pollutant load and continuous water quality and quantity monitoring. Although the method gives us the potential to separate particular components of wastewater hygrograph, several aspects of the method should be discussed. Therefore, the paper investigates the cost-effectiveness, the relevance of pollutant load from surface waters (groundwater) and the influence of measurement time step. These aspects were studied in an experimental catchment of Prague sewer system, Czech Republic, within a three-month period. The results indicate high contribution of parasitic waters on night minimal discharge. Taking into account the uncertainty of the results and time-consuming maintenance of the sensor, the principal advantages of the method are evaluated. The study introduces a promising potential of the discussed measuring concept for quantification of groundwater infiltrating into the sewer system. It is shown that the conventional approach is sufficient and cost-effective even in those catchments, where significant contribution of foul sewage in night minima would have been assumed.

The effect of rainfall measurement uncertainties on rainfall-runoff processes modelling

Rainfall data are a crucial input for various tasks concerning the wet weather period. Nevertheless, their measurement is affected by random and systematic errors that cause an underestimation of the rainfall volume. Therefore, the general objective of the presented work was to assess the credibility of measured rainfall data and to evaluate the effect of measurement errors on urban drainage modelling tasks. Within the project, the methodology of the tipping bucket rain gauge (TBR) was defined and assessed in terms of uncertainty analysis. A set of 18 TBRs was calibrated and the results were compared to the previous calibration. This enables us to evaluate the ageing of TBRs. A propagation of calibration and other systematic errors through the rainfall-runoff model was performed on experimental catchment. It was found that the TBR calibration is important mainly for tasks connected with the assessment of peak values and high flow durations. The omission of calibration leads to up to 30% underestimation and the effect of other systematic errors can add a further 15%. The TBR calibration should be done every two years in order to catch up the ageing of TBR mechanics. Further, the authors recommend to adjust the dynamic test duration proportionally to generated rainfall intensity.

Bottom shear stress in unsteady sewer flow

The properties of unsteady open-channel turbulent flow were theoretically and experimentally investigated in a circular cross section channel with fixed sediment deposits. Velocity and turbulence distribution data were obtained using an ultrasonic velocity profiler (UVP). Different uniform flow conditions and triangular-shaped hydrographs were analysed. The hydrograph analysis revealed a dynamic wave behaviour, where the time lags of mean cross section velocity, friction velocity, discharge and flow depth were all evident. The bottom shear stress dynamic behaviour was estimated using four different approaches. Measurements of the velocity distribution in the inner region of the turbulent layer and of the Reynolds stress distribution in the turbulent flow provided the analysed data sets of the bottom shear stress. Furthermore, based on the Saint Venant equation, the bottom shear stress time behaviour was studied using both the kinematic and the dynamic flow principles. The dynamic values of the bottom shear stress were compared with those for the steady flow conditions. It is evident that bottom shear stress varies along the generated flood hydrograph and its variation is the function of the flow unsteadiness. Moreover, the kinematic flow principle is not an adequate type of approximation for presented flow conditions.

Effects of inhalation anesthetics halothane, sevoflurane, and isoflurane on human cell lines

Cytotoxic and antiproliferative effects of halothane, isoflurane, and sevoflurane in anesthetic doses on human colon carcinoma (Caco-2), larynx carcinoma (HEp-2), pancreatic carcinoma cells (MIA PaCa-2), poorly differentiated cells from lymph node metastasis of colon carcinoma (SW-620), and normal fibroblasts were investigated. Cells were exposed to anesthetic gas mixture consisting of O(2): N2O (35:60 vol.%), halothane (1.5 vol.%) or isoflurane (2.0 vol.%) or sevoflurane (3.0 vol.%), and CO(2) (5 vol.%), for 2, 4, and 6 h. Cytotoxicity of anesthetics was analyzed by validated tetrazolium dye assay MTT test. All anesthetics expressed cytotoxic effects on treated tumor cells in time and cell line dependent manner. Growth suppression in cells exposed to halothane was enhanced in HEp-2 (to 67.7%), Caco-2 (to 76.3%), and SW620 cells (to 80.9%), and was minimal in normal fibroblasts (to 89.4%). Antiproliferative activity of halothane was measured via radioactive precursors incorporation assay. In Caco-2 cells treated by halothane, decrease in DNA synthesis (52.4%, p=0.001), RNA synthesis (39.2%, p<0.001), and protein synthesis (19.2%, p=0.004) was observed. In HEp-2 cells, DNA and RNA syntheses were decreased to 72.5% and 79.9%, whereas protein synthesis was 14.0% of control (p<0.001). In SW620 cells, protein synthesis after 4 h was 24.4% (p=0.007). A DNA fragmentation was observed in Caco-2 and MIA PaCa-2 cells. Exposition of phosphatidylserine on outer lipid bilayer plasma membrane of tumor cell treated by halothane proved apoptosis as mode of cell death.