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In accordance with the characteristics of water transfer in the MR-SNWTP, the geometric size and hydraulic condition of the channel are shown in Table 1. In this study, 47 simulation scenarios (Table S1, Supplementary material, available with the online version of this paper) are proposed and each simulation scenario consists of eight parameters, including length, bottom width, water depth, slope factor, bottom slope, Manning roughness coefficient (n = 0.015, FSRSNP 2005), flow discharge and pollutant loadings.

Table 1

The geometric size and hydraulic condition of the channel

L (km)B (m)h (m)minQ (m3/s)M (t)
15–30 15–30 4.5–8.0 1.5–3.0 1/15,000–1/30,000 0.015 60–300 0.01–2,500 
L (km)B (m)h (m)minQ (m3/s)M (t)
15–30 15–30 4.5–8.0 1.5–3.0 1/15,000–1/30,000 0.015 60–300 0.01–2,500 

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