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N 0 Figure W (0 4.11 4.12 4,13 4.14 4,15 4.16 4.17 4,18 4.19 4.20 4,21 4.22 4.23 4,24 4,25 5,1 5,2 5.3 5.4 5,5 5,6 5,7 5.8 5,9 6,1 6.2 6,3 6,4 LIST OF FIGURES (CONTINUED) Coal Creek lateral inflow from the spring Coal Creek conductivity at the middle site Coal Creek flow at the middle site Coal Creek conductivity at the lower site Coal Creek flow at the lower site Page 31 32 32 32 32 Accumulated conductivity from laboratory salt dissolu- tion 36 Illustrative effect of wetting and drying cycles on conductivity 37 Illustrative macro channel salt concentration response 38 Accumulated salt load versus accumulated flow at flumes 2, 3, and 4 of the macrochannel, August 26, 1976 39 Macrochannel salt load versus of , the square-root time (8/26/76) Macrochannel salt load versus the square-root of time (9/9/76) Salt dissolution from macrochannel bedload material 40 40 41 Typical salinity sensor response curves 43 Channel 2-1 salt load coefficient . 44 Channel 1-2 salt loading coefficient 44 Steps in the development and application of a simula- tion ~odel 46 Idealized natural hydrosalinity system 47 Simplified conceptual natural hydrosalinity system 48 Gumbel distribution of days with precipitation in June 49 Log-normal distribution of daily precipitation for May 50 Normal distribution of storm runoff for June, July, and August 51 Characteristic storm hyetograph 52 Drainage characteristics of the Coal Creek subbasin 55 Primary channel wetted perimeter subdivision 56 The subbasins and macrochannels of the Coal Creek drainage 57 Model representation of Coal Creek 58 Model response to 0.2 mm of surface runoff (lower Coal Creek site) 59 Conductivities as a function of time for different channel distances traveled 62 viii