'Hydraulic grade line' diaporamas de présentation

Fluid Mechanics 2 The Bernoulli Equation

CEVE 101. Fluid Mechanics 2 The Bernoulli Equation. Dr. Phil Bedient. FLUID DYNAMICS THE BERNOULLI EQUATION.

671 views • 49 slides

Closed Conduit Hydraulics

2.25k views • 44 slides

CMAA Water Summit July 20, 2010

Integrated Project Delivery: Built to Last. CMAA Water Summit July 20, 2010. James A. Parrott Executive Director. MSDGC Background. Population Served 850,000 in Hamilton County, Ohio 220,000 connections Double Governance Hamilton County Sewer District Operated by City of Cincinnati.

433 views • 32 slides

Example: Exercise 5.9.4 (Pump)

Example: Exercise 5.9.4 (Pump). Pump. Flow. Oil (S=0.82). Want: Rate at which energy is delivered to oil by pump. Example: Exercise 5.9.4 (Pump). Pump. Flow. Oil (S=0.82). Want: Rate at which energy is delivered to oil by pump. Example: Exercise 5.9.4 (Pump). Pump. Flow. Oil (S=0.82).

564 views • 30 slides

TL2101 Mekanika Fluida I

TL2101 Mekanika Fluida I. Benno Rahardyan. Pertemuan 7. FLUID DYNAMICS THE BERNOULLI EQUATION. The laws of Statics that we have learned cannot solve Dynamic Problems. There is no way to solve for the flow rate, or Q. Therefore, we need a new dynamic approach to Fluid Mechanics.

530 views • 25 slides

Introduction to Fluid Mechanics

451 views • 23 slides

NYC Filtration Plant for Delaware and Catskill Systems

NYC Filtration Plant for Delaware and Catskill Systems. Filtration avoidance criteria Alternatives to Filtration? Where should the plant(s) be located? Multiple plants or one plant? Treatment steps at different locations? Design flow Treatment scheme Backwash water.

471 views • 22 slides

Hydraulic Modeling of Water Distribution Systems

Hydraulic Modeling of Water Distribution Systems. Grady Hillhouse M. Eng. Water Resources Engineering Texas A&M University. Introduction. A large percentage of EWB projects involve water. Many of these project include a transmission or distribution component.

1.1k views • 18 slides

HYDRAULIC DESIGN PART 2

HYDRAULIC DESIGN PART 2. EXAMPLE 2, PUMPED AUTOMATIC PRESSURE PIPELINE DESIGN. Given: Flow rate from pump to station 120+00 is 8 gpm Existing well will produce 15 gpm; at 8 gpm well will drawdown to elevation 150 ft. Pipeline requirement will be 8 gpm.

367 views • 14 slides

#5 Pump System Design

#5 Pump System Design. This PP is annotated (with a pointer) and narrated (using PP versions 2007 and later). The speaker icon on each slide indicates this capability.

286 views • 11 slides