xxiv Contents
Design of a Circular Settling Tank ........................................ 8.8Thickening of a Waste-Activated Sludge Using a
Gravity-Belt Thickener ............................................ 8.10Design of an Aerobic Digester .............................................. 8.12Design of an Aerated Grit Chamber ..................................... 8.16Design of Solid-Bowl Centrifuge for Sludge
Dewatering .............................................................. 8.19Sizing of a Traveling-Bridge Filter ........................................ 8.23Design of a Rapid-Mix Basin and Flocculation Basin .......... 8.26Sizing a Polymer Dilution/Feed System ............................... 8.28Design of a Trickling Filter Using NRC Equations ............... 8.29Design of a Plastic Media Trickling Filter ............................. 8.33Sizing a Rotary-Lobe Sludge Pump ..................................... 8.36Design of an Anaerobic Digester .......................................... 8.41Design of a Chlorination System for Wastewater
Disinfection .............................................................. 8.44Sanitary Sewer System Design ............................................ 8.45Selection of Sewage-Treatment Method .............................. 8.49Section 9. Engineering Economics ............................. 9.1
Calculation of Interest, Principal, and Payments .................. 9.4Determination of Simple Interest .................................. 9.6Compound Interest; Future Value of Single
Payment ............................................................. 9.6Present Worth of Single Payment ................................ 9.7Principal in Sinking Fund .............................................. 9.7Determination of Sinking-Fund Deposit ........................ 9.7Present Worth of a Uniform Series ............................... 9.8Capital-Recovery Determination ................................... 9.8Effective Interest Rate .................................................. 9.8Perpetuity Determination .............................................. 9.9