+ All Categories
Home > Documents > Effluent Discharge System and Structure

Effluent Discharge System and Structure

Date post: 03-Jun-2018
Category:
Upload: rajan-kumar
View: 221 times
Download: 0 times
Share this document with a friend

of 19

Transcript
  • 8/12/2019 Effluent Discharge System and Structure

    1/19

    Effluent discharge system and struct

    ShikSurMan

    Raja

    Practical Assignment No 02

  • 8/12/2019 Effluent Discharge System and Structure

    2/19

    Introduction Effluent is defined by the United States Environmental

    Protection Agencyas wastewater - treated or untreated flows out of a treatment plant, sewer, or industrial outfall

    Effluent and effluent discharge is becoming more and moimportant as pollution is becoming critical and global issu

    We all are the stake holders in it

    http://en.wikipedia.org/wiki/United_States_Environmental_Protection_Agencyhttp://en.wikipedia.org/wiki/United_States_Environmental_Protection_Agencyhttp://en.wikipedia.org/wiki/United_States_Environmental_Protection_Agencyhttp://en.wikipedia.org/wiki/United_States_Environmental_Protection_Agency
  • 8/12/2019 Effluent Discharge System and Structure

    3/19

    waterIndustrial/domestic Waste water/

    effluent

    TRE

    ATMEN

    T

    Secondaryeffluent

    primary

    secondary

    Tertiary

  • 8/12/2019 Effluent Discharge System and Structure

    4/19

    Primary treatment

    The objective of primary treatment is the removal of settleable and inorganic solids by sedimentation, and the removal of matethat will float (scum) by skimming.

    Approximately 25 to 50% of the incoming biochemical oxygen d(BOD5), 50 to 70% of the total suspended solids (SS), and 65% oand grease are removed during primary treatment.

    Some organic nitrogen, organic phosphorus, and heavy metalsassociated with solids are also removed during primary sedimebut colloidal and dissolved constituents are not affected.

    The effluent from primary sedimentation units is referred to aprimary effluent.

  • 8/12/2019 Effluent Discharge System and Structure

    5/19

    Secondary treatment

    The objective of secondary treatment is the further treatmthe effluent from primary treatment to remove the residuaorganics and suspended solids.

    involves the removal of biodegradable dissolved and colloiorganic matter using aerobic biological treatment processe

    Aerobic biological treatment is performed in the presenceoxygen by aerobic microorganisms (principally bacteria) thmetabolize the organic matter in the wastewater

  • 8/12/2019 Effluent Discharge System and Structure

    6/19

  • 8/12/2019 Effluent Discharge System and Structure

    7/19

    The proper disposal of treatment plant effluent or reuserequirements is an essential part of planning and designiwastewater treatment facilities. Different methods of ultidisposal of secondary effluents are discussed as follows.Natural EvaporationGroundwater RechargeIrrigationRecreational LakesAquacultureMunicipal UsesIndustrial UsesDischarge into Natural Waters

  • 8/12/2019 Effluent Discharge System and Structure

    8/19

    Natural evaporation

    process involves large impoundments with no discharge . Depending on the climatic conditions large impoundmen

    be necessary

    considerations must be given to net evaporation, storagerequirements, and possible percolation and groundwaterpollution

    method is particularly beneficial where recovery of residudesirable such as for disposal of brines.

  • 8/12/2019 Effluent Discharge System and Structure

    9/19

    Ground water recharge

    Methods for groundwater recharge includerapid infiltration

    intermittent percolation

    and direct injection

    In all cases risks for groundwater pollution exists.

    Furthermore, direct injection implies high costs of treatineffluent and injection facilities.

  • 8/12/2019 Effluent Discharge System and Structure

    10/19

    Irrigation

    Irrigation has been practiced primarily as a substitute fornatural waters or sparse rainfall in arid areas.

    In most cases food chain crops (i.e. crops consumed by huand those animals whose products are consumed by humamay not be irrigated by effluent.

    However, field crops such as cotton, sugar beets, and cropseed production are grown with wastewater effluent.

  • 8/12/2019 Effluent Discharge System and Structure

    11/19

    Recreational lakes

    The effluent from the secondary treatment facility is storelagoon for approximately 30 days.

    The effluent from the lagoon is chlorinated and then percthrough an area of sand and gravel, through which it travapproximately 0.5 km and is collected in an interceptor tre

    It is discharged into a series of lakes used for swimming,boating and fishing.

  • 8/12/2019 Effluent Discharge System and Structure

    12/19

    Aquaculture

    Aquaculture, or the production of aquatic organisms (bothand fauna), has been practiced for centuries primarily forproduction of food, fiber and fertilizer.

    Lagoons are used for aquaculture, although artificial andnatural wetlands are also being considered.

  • 8/12/2019 Effluent Discharge System and Structure

    13/19

  • 8/12/2019 Effluent Discharge System and Structure

    14/19

    Municipal uses

    Technology is now available to treat wastewater to the extthat it will meet drinking water quality standards.

    However, direct reuse of treated wastewater is practicablon an emergency basis.

    Many natural bodies of water that are used for municipalsupply are also used for effluent disposal which is done tosupplement the natural water resources by reusing the effmany times before it finally flows to the sea.

  • 8/12/2019 Effluent Discharge System and Structure

    15/19

    Industrial uses

    Effluent has been successfully used as a cooling water or bfeed water.

    Deciding factors for effluent reuse by the industry includeavailability of natural water

    quality and quantity of effluent, and cost of processing

    pumping and transport cost of effluent

  • 8/12/2019 Effluent Discharge System and Structure

    16/19

    Discharging in Natural waters

    Discharge into natural waters is the most common disposapractice.

    The self-purification or assimilative capacity of natural wathus utilized to provide the remaining treatment

  • 8/12/2019 Effluent Discharge System and Structure

    17/19

    On-site waste disposal septic tank receives wastewater g

    house and traps the solids, allowinto exit through the tank outlet pip

    As wastewater enters, the same atank by hydraulic displacement, flthe drain-field

  • 8/12/2019 Effluent Discharge System and Structure

    18/19

    Zero liquid discharge system

    Modern and recent concept Minimize water release

    Maximize reuse and recycling

    In aqua gaining importanceBiosecure system

    Check disease outbresk Major issue in shrimp units

  • 8/12/2019 Effluent Discharge System and Structure

    19/19


Recommended