Electrical Energy Management in the Cement Industry
A cement plant uses about 150 kWh of electrical energy per metric ton of cement produced. Where is this electrical energy being used? How is it being used? Can it be utilized more effectively? If so, how? What can be done to conserve the electrical energy used in an existing cement plant and in future cement plants? An electrical energy management program to resolve these questions is presented. Included is an electrical energy consumption survey of five cement plants. Department consumption is tabulated, and suggestions are made to conserve electrical energy and reduce cost of electrical power in both new and existing plants.
Practical Plant Lighting
It is shown that converting your plant lighting to high- pressure sodium-now-pays dollar dividends. This is true even if your plant went on-stream last year. Lighting systems that depart from the usual are shown to save energy and therefore help profits. Treating lighting as the plant stepchild wastes your money and our energy. Planning a sound maintenance program, starting when the plant is designed, yields 1) fewer fixtures, 2) better lighting, 3) lower electric bills, and 4) less total maintenance.
Impacts of climate and land use changes on flood risk management for the Schijn River, Belgium
Abstract Flooding is the most common natural disaster in Europe. Modern flood risk management relies not only infrastructure development but also on governmental and non-governmental actors applying legal, economic and communicative water management instruments. Within the European Union (EU), flood management closely relies on policy set at the EU and national levels. It is now recognized that a sound understanding of climate change is required in addition to current management by taking into account land use change and socio-political context, as climate and land use changes have major impacts on hydrological responses. This paper investigates the hydrological behavior due to urbanization under current and future climate scenarios of high summer and high winter rainfall for 20 sub-catchments of the Schijn River, located in the Flanders region near Antwerp, Belgium. As urbanization increases and existing rainfall-runoff models neglecting the specific behavior of urban runoff, a hydrological model was developed based on a basic reservoir concept and applied to the existing rainfall-runoff model (PDM) flow to examine the specific urban contribution. Results revealed that peak flow for urban runoff and the total peak flow (i.e. rural and urban runoff) were significantly higher (i.e. ranges from 200% to 500%) than the existing rainfall-runoff model (PDM) flows, because of faster and more peaked urban runoff response. The impact of climate change on current and future conditions was also assessed by estimating peak flows with respect to return periods from the flood frequency curve. The predicted peak flow of high summer future climate scenario was significantly higher (i.e. ranges from 200% to 250%) than that of the current climatic condition for this region. Furthermore, hourly peak flow and daily volume ratios of 100-year return period for the highest, lowest and average impervious area were projected for the time horizon of the year 2100. It is concluded that climate change impacts contribute the most in producing peak flow in coming years, while increased urbanization takes the second place for both hourly and daily values. Results on urbanization effect and climate change impact assessment are useful to the water managers for spatial planning, emergency planning and insurance industry.