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flow. Due to the flourishing vegetation growing in the strip, flow velocity decre<strong>as</strong>ed<br />

sharply from 28.5 to 10.9 cm/s. In the ponds zone, the flow velocity at the outlet w<strong>as</strong><br />

very low because of decre<strong>as</strong>ed of kinetic energy resulting from a huge water-storage<br />

volume of ponds. The velocity incre<strong>as</strong>ed between the two ponds for the sloping<br />

stream channel. The riparian buffer zone also presented better capacity of slowing<br />

flow velocity through vegetation and flat relief. The variability of flow velocity under a<br />

discontinuous run-off event w<strong>as</strong> similar to that of a continuous event. But the change<br />

w<strong>as</strong> relative gentle for the intermittent transport of water and relative small run-off<br />

volume. The multiple buffer/detention structure system provided a good opportunity<br />

for sediment and particulate nutrients to settle and transform due to the prolonged<br />

detention time.<br />

Figure 2: The spatial variation of surface flow velocity in the flow pathway<br />

during the continuous and discontinuous run-off event. The d<strong>as</strong>hed<br />

line means run-off transporting in the stream channel between two<br />

buffer/detention structures<br />

Sediment and P-pollutants Concentration Variation in the System<br />

During transporting in the flow pathway, the sediment and P-pollutants concentration<br />

were affected greatly by the multiple buffer/detention structures (Figure 3). In this<br />

research, the typical variation characteristic of pollutants concentration in the flow path<br />

during both continuous and discontinuous run-off events w<strong>as</strong> that the concentration<br />

elevated <strong>as</strong> input of tributary flow from various agricultural sources (especially village<br />

area) and gradually decre<strong>as</strong>ed <strong>as</strong> run-off p<strong>as</strong>sing through each buffer/detention<br />

structure. During a continuous run-off event, the concentrations of TSS, TP, TDP,<br />

DRP in inflow of the whole system were 2.70 g/L, 0.31 mg/L, 0.07 mg/L, 0.05 mg/L,<br />

respectively. But when mixed with tributary flow from the village, the concentrations<br />

of TSS, TP, TDP, DRP were elevated to 3.68 g.L-1, 3.69 mg/L, 0.42 mg/L, 0.38 mg/L,<br />

respectively. After p<strong>as</strong>sing through the four stone dams, particulate materials (TSS,<br />

TP) were retained markedly for the formation of better settling conditions by dams.<br />

The proportion of dissolved P-pollutants (TDP, DRP) retained w<strong>as</strong> small. This possibly<br />

115

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