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Unit hydrographs (UH) are either determined from gauged data or derived using empirically-based synthetic unit hydrograph procedures. In Saudi Arabia, the discharge records may not be available either for several locations or for long time scales, and therefore synthetic unit hydrographs are crucial in flood and water resources management. Available metrological, geological, and land use datasets have been utilized in order to apply the US National Resources Conservative Services (NRCS) methodology in a Geographic Information Systems (GIS) environment. Furthermore, NRCS unit hydrographs have been developed for six watersheds within Makkah metropolitan area, southwest Saudi Arabia. The accomplished results show that the UH time to peak discharge vary from 1.15 hours to 4.47 hours, and the UH peak discharge quantities range from 10.14 m3/s to 16.74 m3/s. It is concluded that the third basin in Makkah city may be considered as the most hazardous catchment. Hence, it is recommended that careful flood protection procedures should be taken in this area within Makkah city

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In this paper, we outline the problem of historic preservation and the opportunities that rigorous CAD models provide to address it, describe the particular class of buildings in Makkah that we are concerned with, and discuss a modeling strategy that takes advantage of common elements, symmetry and repetition in the buildings' construction, and standard operations in current CAD programs. We briefly discuss tools for architectural heritage recording, construction of CAD models of historic buildings, and systematic analysis of built form. Finally, the paper shows how the method can streamline the construction of accurate CAD models.