This discussion has been locked.
You can no longer post new replies to this discussion. If you have a question you can start a new discussion

Use of Flow Variation Factors in Extended State Models

Where are flow variation (or peak) factors applied in an extended state or dynamic sanitary sewer system model? For instance where would the Ten States Peaking Factors be Applied?: Should average daily dry weather flow loading values be multiplied by the peak factors, or should the diurnal use patterns reflect the large peak factors? (i.e.  4 x at the periods of heavy use).  And do the peak factors reflect the inflow and infiltration component?