Encyclopedia of Environmental Science and Engineering, Volume I and II

(Ben Green) #1
1180

URBAN RUNOFF


INTRODUCTION

This article is a survey of control and treatment of combined
sewer overflows (CSOs). The discussions of control/treatment
technologies that consist mostly of downstream treatment
have been divided into seven sections:

1) Source Control: Street Sweeping
2) Collection System Control
3) Storage
4) Physical (with/without) Chemical Treatment
5) Biological Treatment
6) Advanced Treatment
7) Disinfection

Storage is the oldest documented abatement measure cur-
rently practiced, and it should be considered at all times in
system planning because it allows for maximum use of exist-
ing dry-weather facilities. Physical (with/without) chemical
treatment will generally be the minimum required to meet
discharge or receiving-water-quality goals. If a higher degree
of organics removal is needed, biological treatment should
be examined. If maintaining a viable microorganism popula-
tion is not feasible, but removal of dissolved and colloidal
organics is desired, advanced treatment may be attractive. If
disinfection is required, it would follow some level of physi-
cal treatment.
General discussions of CSO control/treatment can be
found in several documents, including the following:
EPA-600/2-76-286, “Cost Estimating Manual-Combined
Sewer Overflow Storage and Treatment.” (NTIS PB 266
359).
EPA-600/8-77-014, “Urban Stormwater Management
and Technology: Update and User’s Guide.” (NTIS PB 275
654).
EPA-600/8-80-035, “Urban Stormwater Management
and Technology: Case Histories.” (NTIS PB 81 107153).
EPA-670/2-74-040, “Urban Stormwater Management
and Technology: An Assessment.” (NTIS PB 240 687).
Field, R. and Lager, J.A. “Urban Runoff Pollution
Control State-of-the-Art. Journal of Environmental
Engineering Division, ASCE, Vol. 101, No. EE1, February
1975.
Field, R. and Struzewski, Jr., E.J. “Management and
Control of Combined Sewer Overflows,” Journal of Water
Pollution Control Federation, Vol. 44, No. 7, July 1972.

1 SOURCE CONTROL: STREET SWEEPING

Street sweeping to remove accumulated dust, dirt, and litter,
has been shown to be an effective but limited method of
attacking the source of stormwater-related pollution prob-
lems. Street-cleaning effectiveness is a function of (1) pave-
ment type and condition, (2) cleaning frequency, (3) number
of passes, (4) equipment speed, (5) sweeper efficiency, and
(6) equipment type. Pavement type and condition affect per-
formance more than do differences in equipment: In gen-
eral, smooth asphalt streets are easier to keep clean than
those consisting of loosely bound aggregate in a thick, oily
matrix; and of course, the poorer a pavement’s condition, the
more difficult to keep it clean. The most important measure
of street-cleaning effectiveness is “pounds per curb-mile
removed” for a specific program condition. This removal
value, in conjunction with the curb-mile costs, allows the
cost for removing a pound of pollutant for a specific street-
cleaning program to be calculated.
In the San Jose, California, street-sweeping project
(EPA-600/2-79-161), experimental design and sampling
procedures were developed that can be used in different
cities to obtain specific information about street-dirt char-
acteristics and their effects on air and water quality. At the
test site in San Jose, it was determined that frequent street
cleaning on smooth asphalt streets (once or twice per day)
can remove up to 50% of the total solids and heavy-metal
mass yields of urban runoff, whereas typical street-cleaning
programs (once or twice per month) remove less than 5%
of the total solids and heavy metals in the runoff. It was
also determined that removal-per-unit effort decreased with
increasing numbers of passes per year. This is shown in
Figure 1, which relates the annual total solids removed to
the street-cleaning frequency, for different street-surface
conditions in San Jose.
Street-sweeping results are highly variable. Therefore,
a street-sweeping program for one city cannot be applied to
other cities, unless the program is shown to be applicable
through experimental testing. This may be seen when com-
paring street-sweeping test results from San Jose with those
of Bellevue, Washington. In Bellevue, it was demonstrated
that additional cleaning, after a certain level of effort, is
not productive and that the additional street-cleaning effort
would be better applied to other areas. For the study area
in Bellevue, it is estimated that street cleaning operations
of about two or three passes per week would remove up to

C021_002_r03.indd 1180C021_002_r03.indd 1180 11/23/2005 9:44:11 AM11/23/2005 9:

Free download pdf