03-01 - Hyfran Vs Excel
0:39:54
03-02 - Finding High & Low Points in Urban Planning
0:30:12
03-03 - Flowmaster & CB Selection & Distribution Using IDF
0:31:36
03-04 - Inlet on Grade & In Sag & Alignment
0:31:36
03-05 - Trex Vs DTM
0:30:54
03-06 - Power Inroads
0:31:06
03-07 - Prepare Prototypes For ModelBuilder
0:33:24
03-08 - ModelBuilder Error & Solutions
0:23:42
03-09 - Alignment of Sewer Networks in Center of Road
0:29:54
03-10 - Alternatives & Scenarios
0:29:54
03-11 - CB Distribution CB Distribution
0:30:42
03-12 - On Grade In Sag
0:31:42
03-13 - Multiple Solutions By Batch Run
0:42:12
03-14 - Flowmaster
0:31:48
03-15 - Multiple Design Standards
0:33:12
03-16 - Optimization & Symbology
0:32:24
03-17 - SCS fundamentals
0:44:30
03-18 - Preparing SCS Scenarios
0:38:30
03-20 - Routing & Calculate Volume for Decrease Impact
0:18:48
03-21 - Developed Planninig 1
0:30:18
03-22 - Developed Planninig 2
0:30:36
03-23 - Developed Planninig 3
0:31:18
03-24 - Culverts Fundamentals1
0:32:42
03-25 - Culverts Fundamentals2
0:32:54
03-26 - SCS Scenario 2
0:35:36
03-27 - Ponds Fundamental
0:33:06
03-28 - Pump Stations Fundamentals
0:34:12
03-29 - Outfalls Fundamentals
0:41:36
03-30 - Pumping Systems
0:37:00
03-31 - Pumps Fundamentals1
0:32:06
03-32 - Pumps Fundamentals2
0:26:12
03-33 - Pump Performance
0:37:54
03-35 - Control Valves1
0:30:12
03-36 - Control Valves2
0:30:00
03-37 - Wet & Dry Wells
0:21:24
03-38 - Weirs & Design Pond Using Elevation Area Method
0:30:00
03-39 - Design Pond Using Elevation Area Method1
0:31:00
03-40 - Sizing Outfall Strcuture
0:26:36
03-41 - Check Design
0:34:42
03-42 - Sizing PUMP Stations
0:28:18
03-43 - Pump Selection
0:28:54
03-44 - Sizing Well
0:30:24
