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during times of low discharge.
In the Loire Estuary, TMZ moves upstream during periods of low discharge and its upstream boundary may reach up to 62 km from the mouth.
The initial condition set for the experiments assumed that either the dammed lake is of low discharge or the location where the landslide blocked the valley is relatively 'dry' (Korup 2004).
Because of low discharge energy, a laminar dielectric flow is required in trim cutting operation for effective spark generation which otherwise is not possible at high or turbulent dielectric supply as in case of rough cutting operation.
Because of the high rate of channel shifting, lack of extensive erosion of the mouth bar lobes, and deposition of low discharge fines, the lobes retained much of their original depositional geometry, thereby providing advantageous gradients for offset deposition and stacking of adjacent sand lobes.
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When there is a high frequency of low discharges, the desired slope of the Q H curve is higher.
These long periods of low-discharge fluvial flow punctuated by catastrophic flash floods are linked to a torrential fluvial regime.
Such equations are then solved obtaining results of practical interest in design of irrigation pipes, both for low discharge pipes (small plants) and for high discharge pipes (large plants).
Furthermore, our results show that a theoretical power-law scaling with 0.25 power in the cloud height-discharge rate relationship is satisfied even in the case of a low discharge rate and strong wind.
The interannual variability of the TMZ concentration and persistence is explained by the water volume transported during the previous high discharge period and the duration of the low discharge period, respectively, as recently shown for the Gironde Estuary, leading to a better understanding of TMZ features in macrotidal estuaries.
Higher discharge (0.50 m3 h−1) was noted close to the Bay of Bengal coast (5.7 km) with an aquifer cross-sectional area of 38,343.2 m2 and low discharge (0.37 m3 h−1) noted inland (13.5 km) with an aquifer cross section of 28,294.2 m28,294.2
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