Title of article :
Turbidity dynamics during spring storm events in an urban headwater
river system: The Upper Tame, West Midlands, UK
Author/Authors :
D.M. Lawler a، نويسنده , , *، نويسنده , , G.E. Petts a، نويسنده , , I.D.L. Foster، نويسنده , , Jennifer S. Harper، نويسنده ,
Issue Information :
هفته نامه با شماره پیاپی سال 2006
Abstract :
Turbidity is an important water quality variable, through its relation to light suppression, BOD impact, sediment-associated
contaminant transport, and suspended sediment effects on organisms and habitats. Yet few published field investigations of wetweather
turbidity dynamics, through several individual and sequenced rainstorms in extremely urbanised headwater basins, have
emerged. This paper aims to address this gap through a turbidity analysis of multiple storm events in spring 2001 in an urban
headwater basin (57 km2) of the River Tame, central England, the most urbanised basin for its size in the UK (~42%). Data were
collected at 15-min frequency at automated monitoring stations for rainfall, streamflow and six water quality variables (turbidity, EC,
temperature, DO, pH, ammonia). Disturbance experiments also allowed estimates of bed sediment storage to be obtained.
Six important and unusual features of the storm event turbidity response were apparent: (1) sluggish early turbidity response,
followed by a turbidity drushT; (2) quasi-coincident flow and turbidity peaks; (3) anti-clockwise hysteresis in the discharge–turbidity
relationship on all but one event, resulting from Falling-LImb Turbidity Extensions (FLITEs); (4) increases in peak turbidity levels
through storm sequences; (5) initial micro-pulses (IMP) in turbidity; and (6) secondary turbidity peaks (STP) or dturbidity shouldersT
(TS). These features provided very little evidence of a true dfirst-flushT effect: instead, substantial suspended solids transport continued
right through the flow recessions, and little storm-event sediment exhaustion was evident. A new, dimensionless, hysteresis index,
HImid, is developed to quantify the magnitude and direction of hysteresis in a simple, clear, direct and intuitive manner. This allowed
the degree of departure from the classic dfirst-flushT, clockwise hysteresis models to be assessed.
Of the 15 turbidity events considered, 10 coincided with ammonia spikes of up to 6.25 mg l 1 at Water Orton (the downstream
station): this suggests that spills from combined sewer overflows (CSO) or waste water treatment works (WwTWs) are significant
in the throughput of turbid waters here. Substantial ammonia peaks related most strongly to total storm rainfall receipt, of four
rainfall variables considered, and significant ammonia peaks were generated even from low-magnitude storms (rainfall totals b4
mm), indicating that spills are a frequent occurrence. Local bed sediment stores appear to be limited, suggesting that other distal
sediment sources, such as road networks and old mineworkings are possibly more important. Biofilms may also play a part in
delaying sediment release until late in the hydrograph, and in suppressing late spring turbidity levels. Existing first-flush models
appear to be an oversimplification here. Such urban headwater basin responses can provide useful insights into the generation of
contaminant waves, and offer vital early-warning systems for pollution events propagating downstream.
Keywords :
turbidity , Bank erosion , suspended solids , hysteresis , Urban waterquality , River Tame , Biofilm , URGENT , combined sewer , Urban river , suspended sediment , Storm event , Hysteresis index , Ammonia
Journal title :
Science of the Total Environment
Journal title :
Science of the Total Environment