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In the non-grassed flumes, the DRP removal was about the same as for the grassed flumes when the hydraulic loading was 49 mm h−1 but was significantly less when the hydraulic loadings increased to 123, 256 and 444 mm h−1.
COD, NH3 N and TP removal dropped by 7 10%, 6 7% and 4 5%, respectively, with when hydraulic loading was raised from 2.8 to 7.5 m3 m−2 d−1.
The hydraulic loading was 5 md−1 and hydraulic retention time 3 d.
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The hydraulic loading is that of incident irregular waves and the open filters are surface piercing.
Afterward the specimen was fixed in the material testing machine again and the hip strain value was measured with KYOWA PCD-2300A strain data analysis system (KYOWA Company, Japan) when a hydraulic load was applied at a speed of 5 mm/min until 600 N [ 25].
The hydraulic surface loading was 11 m/h over the total tank surface area and the recycle rate was constant at 10% of the main flow.
However, an increased height of the contact zone enhanced the higher, plug flow region and a recommended height of 0.81 m or higher for the recommended hydraulic surface loading was suggested when both mixing and plug-flow are desired.
The applied hydraulic loading rate was 1000 L m−2 day−1.
Interestingly, poor outlet efficiency, rather than the hydraulic loading rate, was driving the water level regime.
Combining data from Saylorville Lake with other published studies, a relationship between nitrate-N removal rate and hydraulic loading rate was developed resulting in a predictive equation with a model R2 = 0.92.
Simulations using the conventional specified flux boundary condition under-predict DNF by as much as 450% in sand and 230% in loamy sand compared to predictions from the coupled overland flow-vadose zone model, indicating that simulating coupled flow is critical for predicting DNF in cases where hydraulic loading rates are not sufficient to spread the wastewater over the whole basin.
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