text: Feb 26, 2016
  
  Feb 26, 2016
  
  Feb 26, 2016
  
  - Feb 05, 2019
  
  ## Sanitary Sewer Design Example 3
  
  Design a sanitary sewer to serve a population of 5,000 people, if the average consumption is 400 liters per capita per day (lpcd). How many extra persons can be served if the slope is doubled? Using "n" value of 0.013 in the Manning's formula &amp; the return flow as 70%. Check the minimum self-cleaning velocity. Neglect infiltration &amp; inflow?
  - Feb 05, 2019
  
  ## Design of Sanitary Sewer - Solved Example # 2
  
  Design a sanitary sewer to serve a population of 5,000 people, if the average consumption is 400 liters per capita per day (lpcd). How many extra persons can be served if the slope is doubled? Using "n" value of 0.013 in the Manning's formula &amp; the return flow as 70%. Check the minimum self-cleaning velocity. Neglect infiltration &amp; inflow?
  - Feb 05, 2019
  
  ## Sanitary Sewer Design Example # 1
  
  Design a sanitary sewer to serve a population of 5,000 people, if the average consumption is 400 liters per capita per day (lpcd). How many extra persons can be served if the slope is doubled? Using "n" value of 0.013 in the Manning's formula &amp; the return flow as 70%. Check the minimum self-cleaning velocity. Neglect infiltration &amp; inflow?
  - Feb 04, 2019
  
  ## How to Design Sanitary Sewer using Manning's Equation
  
  Calculate the anticipated future (ultimate) population of area served by the sewer using ultimate population density.&lt; Multiply the ultimate population by per capita average daily sewage flow to obtain the average daily sewage flow e.g. Select or calculate peaking factor (P.F) &amp; Peak hourly waste water flow
  - Feb 04, 2019
  
  ## How to Estimate the Design Flow for a Sanitary Sewer
  
  Design flow for sanitary sewer can be find as shown in steps below: Calculate the anticipated future (ultimate) population of area served by the sewer using ultimate population density. Multiply the ultimate population by per capita average daily sewage flow to obtain the average daily sewage flow. Select or calculate peaking factor (P.F)
  - May 01, 2017
  
  ## Techniques for Sewer Condition Assessment
  
  Zoom cameras Closed-circuit television Digital scanners Laser profilers Remote sensing diagnostic techniques Zoom cameras Cost and time saving preliminary inspections   Main premise is that most of sewer problems occur at or near maintenance holes   Provide good quality imagery up to 20-75 m pipe length Able to survey 150 to 1525 mm diameter sewers   Colour videos and digital images saved on optical storage devices
  - Apr 26, 2017
  
  ## Design procedure for sanitary sewers
  
  Calculate the average wastewater flow, Qavg = (70-80) % of average water consumption. Select a peak factor, PF = [(18+√P)/(4+√P)], where P = population in thousands. Calculate the peak wastewater flow, Qpeak = (PF * Qavg)
explanation: The document contains multiple examples and steps for designing a sanitary sewer system. Each example includes a math question related to the design, such as calculating the average wastewater flow, determining the peak wastewater flow, and checking the minimum self-cleaning velocity. However, the document does not provide answers to these questions.
distilabel_metadata.content: Evaluate the user given text extract and determine if it contains a math question and optionally and answer to this question.
  
  Output rules:
  
  1. Briefly describe the document and mention if it contains a question or a question and answer.
  2. Finalize the output with: Label: no-question,question,question-and-answer,multiple-question,multiple-question-and-answer
distilabel_metadata.role: system
distilabel_metadata.content: Feb 26, 2016
  
  Feb 26, 2016
  
  Feb 26, 2016
  
  - Feb 05, 2019
  
  ## Sanitary Sewer Design Example 3
  
  Design a sanitary sewer to serve a population of 5,000 people, if the average consumption is 400 liters per capita per day (lpcd). How many extra persons can be served if the slope is doubled? Using "n" value of 0.013 in the Manning's formula &amp; the return flow as 70%. Check the minimum self-cleaning velocity. Neglect infiltration &amp; inflow?
  - Feb 05, 2019
  
  ## Design of Sanitary Sewer - Solved Example # 2
  
  Design a sanitary sewer to serve a population of 5,000 people, if the average consumption is 400 liters per capita per day (lpcd). How many extra persons can be served if the slope is doubled? Using "n" value of 0.013 in the Manning's formula &amp; the return flow as 70%. Check the minimum self-cleaning velocity. Neglect infiltration &amp; inflow?
  - Feb 05, 2019
  
  ## Sanitary Sewer Design Example # 1
  
  Design a sanitary sewer to serve a population of 5,000 people, if the average consumption is 400 liters per capita per day (lpcd). How many extra persons can be served if the slope is doubled? Using "n" value of 0.013 in the Manning's formula &amp; the return flow as 70%. Check the minimum self-cleaning velocity. Neglect infiltration &amp; inflow?
  - Feb 04, 2019
  
  ## How to Design Sanitary Sewer using Manning's Equation
  
  Calculate the anticipated future (ultimate) population of area served by the sewer using ultimate population density.&lt; Multiply the ultimate population by per capita average daily sewage flow to obtain the average daily sewage flow e.g. Select or calculate peaking factor (P.F) &amp; Peak hourly waste water flow
  - Feb 04, 2019
  
  ## How to Estimate the Design Flow for a Sanitary Sewer
  
  Design flow for sanitary sewer can be find as shown in steps below: Calculate the anticipated future (ultimate) population of area served by the sewer using ultimate population density. Multiply the ultimate population by per capita average daily sewage flow to obtain the average daily sewage flow. Select or calculate peaking factor (P.F)
  - May 01, 2017
  
  ## Techniques for Sewer Condition Assessment
  
  Zoom cameras Closed-circuit television Digital scanners Laser profilers Remote sensing diagnostic techniques Zoom cameras Cost and time saving preliminary inspections   Main premise is that most of sewer problems occur at or near maintenance holes   Provide good quality imagery up to 20-75 m pipe length Able to survey 150 to 1525 mm diameter sewers   Colour videos and digital images saved on optical storage devices
  - Apr 26, 2017
  
  ## Design procedure for sanitary sewers
  
  Calculate the average wastewater flow, Qavg = (70-80) % of average water consumption. Select a peak factor, PF = [(18+√P)/(4+√P)], where P = population in thousands. Calculate the peak wastewater flow, Qpeak = (PF * Qavg)
distilabel_metadata.role: user
distilabel_metadata.raw_output_q_a_detector_0: The document contains multiple examples and steps for designing a sanitary sewer system. Each example includes a math question related to the design, such as calculating the average wastewater flow, determining the peak wastewater flow, and checking the minimum self-cleaning velocity. However, the document does not provide answers to these questions.
  
  Label: multiple-question