Friday, 30 January 2015

IS 9478 (1989): Family size bio-gas plant - Code of practice [MED 4: Non-Conventional Energy Sources]


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This standard covers the requirements for design and installation of family size bio-gas plants.

This standard does not cover the appliances for use with bio-gas plant.


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Thursday, 22 January 2015

hydrological measurement of river and cannal


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Hydrological measurements are essential for the interpretation of water quality data and for
water resource management. Variations in hydrological conditions have important effects on
water quality. In rivers, such factors as the discharge (volume of water passing through a
cross-section of the river in a unit of time), the velocity of flow, turbulence and depth will
influence water quality. For example, the water in a stream that is in flood and experiencing
extreme turbulence is likely to be of poorer quality than when the stream is flowing under
quiescent conditions. This is clearly illustrated by the example of the hysteresis effect in river
suspended sediments during storm events (see Figure 13.2). Discharge estimates are also
essential when calculating pollutant fluxes, such as where rivers cross international
boundaries or enter the sea. In lakes, the residence time (see section 2.1.1), depth and
stratification are the main factors influencing water quality. A deep lake with a long residence
time and a stratified water column is more likely to have anoxic conditions at the bottom than
will a small lake with a short residence time and an unstratified water column.

It is important that personnel engaged in hydrological or water quality measurements are
familiar, in general terms, with the principles and techniques employed by each other. This
chapter provides an introduction to hydrological measurements for personnel principally
concerned with water quality monitoring. More detailed information on hydrological methods
is available in the specialised literature listed in section 12.5 and from specialised agencies
such as the World Meteorological Organization. Further detail and examples of the use of
hydrological measurements in water quality assessments in rivers, lakes, reservoirs and

groundwaters are available in the companion guidebook Water Quality Assessments.

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Friday, 16 January 2015

sludge treatment and disposal pdf




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Wastewater treatment plants are becoming more advanced and more common world wide.
In recent years, significant progress has been made in several countries to curb water pollution
from municipal wastewater. Almost the entire population of Denmark is now served by
wastewater treatment facilities and more than 90% of the population in Sweden, the Netherlands
and Luxembourg is served by treatment plants. A problem that needs to be considered
carefully is the efficient and environmentally sound management of the sludge generated by
these plants. When processing sludge it is critical not to fall into the trap of simply redirecting
the pollution that originally affected water, to other media, such as soil and air. This can
happen through the use of inappropriate technologies or by applying disposal approaches
unsuitable for the local conditions.

This report describes various methods of sludge treatment and disposal: it is intended for
those charged with the task of determining the fate of sludge, providing them with the
information necessary to select among action alternatives. The report has been developed
thanks to co-operation between the European Environment Agency (EEA) and the International
Solid Waste Association (the Working Group on Sewage and Waterworks Sludge.) This
collaboration has allowed not only the analysis, condensation and assessment of the quality
of this information in an efficient and comprehensive manner but also the organisation of
this document in the structured presentation found here.

One of programmes of the EEA is to develop documents to address environmental issues
that may support more efficient implementation of environmental policies. This responds to
two main objectives: the pooling of existing information on different techniques without
promoting or supporting specific ones; and the dissemination of relevant facts and figures to
promote the wise management of natural resources. We believe that this publication – which
aims to give a balance between technical and practical information – is a significant step
towards meeting these objectives. The EEA is aware of the controversy raised by incineration,
which has to be considered very carefully, but to respect the original idea of the programme
we had to assure that the full range of techniques used today were covered. The final choice
is left to the users of this information.

The reader will find a discussion on sludge characterisation by physical, chemical and
biological parameters, described by Ludivico Spinosa, who also developed the work on
transportation and storage. Agricultural use of sludge was prepared by Alice Saabye, which is
followed by a section on composting of sludge by Isabelle Coulomb. Drying techniques are
illustrated in Chapter Seven by Ådne Ø. Utvik. A chapter on incineration including vitrification
and co-incineration was prepared by Isabelle Coulomb. A section on accumulation and
landfilling of sludge was prepared by Bela Deak. The report ends with a look at new technologies
and environmental impact assessments, also presenting a tree for sludge disposal.
Legislation related to sludge treatment and disposal is given in the Appendix.labels : sludge treatment and disposal pdf,sludge treatment, disposal of sludge,treatment process, waste management,energy management

Monday, 12 January 2015

IS 15988 : 2013 SEISMIC EVALUATION AND STRENGTHENING OF EXISTING REINFORCED CONCRETE BUILDINGS — GUIDELINES


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This standard is particularly concerned with the seismic evaluation and strengthening of existing
buildings and it is intended to be used as a guideline.


This standard provides a method to assess the ability of an existing building to reach an adequate level of performance related to life-safety of occupants. Therefore, the emphasis is on identification of unfavourable characteristics of the building that could result in damage to either part of a building or the entire structure.

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IS 13920 : 1993 Ductile Detailing of Reinforced Concrete Structures Subjected to Seismic Forces - Code of Practice


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This standard covers the requirements for designing and detailing of monolithic reinforced concrete buildings so as to give them adequate toughness and ductility to resist severe earthquake shocks without collapse.


Provisions of this code shall be adopted in all reinforced concrete structures which satisfy one of the following four conditions.

The structure is located in seismic zone IV or V;
The structure is located in seismic zone III and has the importance factor ( I ) greater than 1.0;
The structure is located in seismic zone III and is an industrial structure; and The structure is located in seismic zone III and is more than 5 storey high.

NOTE - The definition of seismic zone and importance factor are given in IS 1893 : 1984.

The provisions for reinforced concrete construction given herein apply specifically to monolithic reinforced concrete construction. Precast and/or prestressed concrete members may be used only if they can provide the same level of ductility as that of a monolithic reinforced concrete construction during or after an earthquake.

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