Page 288 - Fair, Geyer, and Okun's Water and wastewater engineering : water supply and wastewater removal
P. 288

JWCL344_ch07_230-264.qxd  8/2/10  8:44 PM  Page 248







                    248  Chapter 7  Water Distribution Systems: Modeling and Computer Applications

                                         Age Analysis
                                             •  The analysis of the age of water within the network may be performed by defining and
                                                running an age analysis scenario. From the Analysis menu, select Scenarios.
                                             •  Create a new Base Scenario by clicking the New button. Enter “Age Analysis” as the
                                                name of the scenario.
                                             •  Click on the  Calculation Options  tab at the bottom of the window. Create a new
                                                Calculation Option by clicking the New button and enter “Age Analysis Calculation
                                                Options” as the name. Double-click the calculation options you just created and select Age
                                                in the Calculation Type field. The Duration is 168 hours (7 days), and the Hydraulic
                                                Time Step is 1.00 h.
                                             •  Go back to the Scenarios tab, right-click the Age Analysis scenario, and select Make
                                                Current. The red check should now be on the Age Analysis scenario. Double-click on the
                                                Age Analysis scenario and select the Age Analysis Calculation Options in the Calculation
                                                Options field.
                                             •  Go back to the Scenarios tab and click the Compute button.
                                             •  Close the Calculation Summary window and Scenarios dialog to view the layout screen.

                                         Results

                                         The oldest water in the network will be found in tank T-1. Click on the tank then the Graphs but-
                                         ton in the main toolbar. Create a Line-Series Graph from the New button in the Graphs dialog.
                                         Select the Age Analysis box in the Scenarios field and Age (Calculated) found under “Results
                                         (Water Quality)” in the Fields field in the Graph Series Options window. You should also unclick
                                         any other selected lines in the Fields field. Close the options window. The resulting graph is shown
                                         in Fig. 7.9.
                                             Note that the water distribution network reaches dynamic equilibrium after 2 days of the sim-
                                         ulation. After 48 h, the maximum age at T-1 is approximately 21.5 h, and the minimum age is ap-
                                         proximately 10.5 h.
                                             To view the variation in age in the network, click on the tank, J-2, J-3, J-7, and J-9 while hold-
                                         ing the shift on the keyboard to select each object. Then click the Graphs button in the main toolbar.


                                                                      Calculated age versus time
                                             22,000
                                             20,000
                                             18,000
                                            Age (calculated) (hours)  14,000
                                             16,000


                                             12,000
                                             10,000
                                              8,000
                                              6,000
                                              4,000
                                              2,000
                                              0.000
                                                 0.000   24.000  48.000   72.000  96.000  120.000  144.000  168.000
                                                                           Time (hours)
                                          Figure 7.9 Age of Water in Tank T-1 for Example 7.2
   283   284   285   286   287   288   289   290   291   292   293