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Research Article

Surface water flow theory application to public policy development and adaptation for arid and semi-arid regions

| (Reviewing Editor)
Article: 1390030 | Received 17 Jul 2017, Accepted 02 Oct 2017, Published online: 22 Nov 2017

Figures & data

Table 1. Small river macrogroups according to Conservation Gateway on North America’s Rivers (Citation2010)

Figure 1. Percent adjustment to the roughness coefficient as a function of flow depth (w = 20 m).

Figure 1. Percent adjustment to the roughness coefficient as a function of flow depth (w = 20 m).

Figure 2. Percent adjustment to the roughness coefficient as a function of flow depth (w = 19 m).

Figure 2. Percent adjustment to the roughness coefficient as a function of flow depth (w = 19 m).

Figure 3. Theoretical framework linking the engineering dimension to the social and community dimension and the economic dimension.

Figure 3. Theoretical framework linking the engineering dimension to the social and community dimension and the economic dimension.

Figure 4. Scatter plot showing the relationship between project index and the variable representing social and community involvement.

Figure 4. Scatter plot showing the relationship between project index and the variable representing social and community involvement.

Figure 5. Scatter plot showing the relationship between project index and the variable representing potential use for agricultural purposes.

Figure 5. Scatter plot showing the relationship between project index and the variable representing potential use for agricultural purposes.