8 Model Description    8.2.1  Supply System    8.2.2  Reservoir Operations    8.2.3  Moraine Seepage    8.2.4  Instream Flow Requirements    8.2.5  Demand Forecasts    8.2.6  Conservation    8.2.7  Future Sources    8.3.7  TSI/SSP

 

8.2.8  Seattle Hydrologic Data

Seattle Pubic Utilities contracted with Hydrosphere, Inc. to develop weekly natural inflows at four points on the Cedar River.  The methods used in estimating natural flows were similar to those used by SPU in the development of the Water Resources Management Model (WRMM), and are described in a series of technical memorandums.  The nine inflow points in the model are outlined in Table 8.7.

 

Figure 8.7 Inflow Locations for the CRYSTAL Model

 

Associated USGS Gage

Flow Represents

Calculated

Cedar 1

12115000

Cedar River near Cedar Falls

Gauged data calculated using 12111150, from 1929 to 1945 water balance using other gages was used.

Cedar 18

12115700

12115800

12116100

Gaines between USGS 12115000 and Masonry Pool

Determined via water balance

Cedar 2

12116500

12117500

Natural inflow between Masonry Dam and Landsburg

Water balance

Cedar 4

 

Local inflow into Lake Washington, including loss to evaporation

Water balance

Cedar 3

12117500

Natural inflow between Landsburg spawning channel

 

Cedar 5

12119000

Natural inflow between spawning channel and Lake Washington

 

Tolt 7

12147600

Headwater flows near Index

 

Tolt 20

 

Local inflows into Tolt Reservoir

Determined from river basin characteristics

Tolt 8

12148000

All Flows between reservoir and Carnation.

Determined from river basin

 

Table of Contents    8.1.1  Everett Supply System    8.3.1  Tacoma Supply System