Sentence examples for discharges per unit from inspiring English sources

Very high mean discharges per unit area are also recorded for lesser basins in mountainous coastlands exposed to the zonal westerlies of midlatitudes.

This new correlation allowed calculating the whole set of data obtained for cascades with steps heights between 0.05 m and 0.254 m, cascade total height between 0.25 m and 2.5 m, for discharges per unit of width ranging from 0.28 10−3 m2/s to 600 10−3 m2/s and for cascade steps number between 3 and 25.

The storages are filled and drained by conceptual pipes that have a given discharge per unit time.

Discharge per unit area appears to be a good predictor of CO2 emissions from estuaries of a similar climate and geomorphic class.

In the period 1990 2000, observed TOC, Ntot and Ptot concentrations were in the range 2 60 mg C L−1, 0.1 1.4 mg N L−1 and 1 60 μg P L−1 with mean discharge per unit area in the range of 10 15 L s−1 km−2 for the three streams.

The maximum flood discharge per unit area is inversely related to the size of the basin.

In this study, discharge per unit energy consumption is termed as specific discharge for a pump, which indicates discharge energy consumption ratio (Samad 2009) expressed as m3/kWh.

Smaller watersheds such as Valaiyur, Thuraiyur Kalathur, Nakkasalem, Periyakaruppu Odai and Solaimati are likely to have lower mean annual run off, lower mean discharge, higher sediment yield and higher flood discharge per unit area.

The analysis of areal extent of the watersheds shows higher mean annual run off, higher mean discharge, lower sediment yield and lower flood discharge per unit area in larger watersheds such as Koneri, Thalugai and Kottarakkannu.

Watershed area has a direct relationship with mean discharge of the watershed/basin (Leopold and Maddock 1953; Strahler 1964; Dunne and Leopold 1978; Zavoianu 1985), mean annual run off (Strahler 1957; Morisawa 1962), and it has an inverse relationship with sediment yield (Strahler 1957) and also with maximum flood discharge per unit area (More 1967 as quoted in Chorley 1969).

The T values were estimated from specific capacity (SC, defined as discharge per unit drawdown) data using following empirical equations from Pandey and Kazama (2011): T = 0.8857 SC 1.1624 (for the shallow aquifer) and T = 1.1402 SC 1.0068 (for the deep aquifer), where units of T and SC are in m2/day.