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Civilengineeringx.com Server Location

Country: Turkey
Metropolitan Area: Not defined
Postal Reference Code: Not defined
Latitude: 41.0214
Longitude: 28.9948




Summarized Content

Sometimes it is necessary to determine the mean annual flow or runoff for a given stream. When published flow records are available they are the best source of information. Minor streams which do not have any gaging records available can be estimated by the following procedure: Flood reports have been developed for many rivers in Washington State. Most of these reports, and the ones that are most readily accessible, have been developed by the Federal Emergency Management Agency (FEMA). Other reports have been developed by the United States Army Corps of These reports are a good source of flow information since they were developed to an*lyze the flows during flooding conditions of a particular river or stream. The types of calculations used by the agency conducting the an*lysis are more complex than the rational method or USGS regression equations and because of this are more accurate. The increased time required to perform these complex calculations is not justified for the typical structure that WSDOT is designing; however, if the an*lysis has already been performed by another agency, then it is in WSDOTs best interest to use this information. Flood study data should never be used in place of The OSC Hydraulics Branch maintains a complete set of FEMA reports and also has several Corps of Engineers flood reports. Regional Environmental Offices should be contacted for local agency reports. While measured flows provide the best data for design purposes, it is not practical to gage all rivers and streams in the state. A set of equations have been developed by the USGS to calculate flows for drainage basins that do not have a streamflow gage. The equations were developed by performing a regression an*lysis on streamflow gage records to determine which drainage basin parameters are most The equations break the state up into nine unique hydrologic regions. A map of the regions can be found in Appendix 2-2. The various hydrologic regions require different input variables so the designer should determine which set of equations will be used before gathering


Civilengineeringx Main Page Content

HTML Tag Content Informative?
Title: Civil Engineering Lecture Could be improved
Description: Civil engineering lectures, notes, tutorials. About civil engineering. We are training how to make
H1: Civil EngineeringIs it informative enough?
H2: Mean Annual RunoffIs it informative enough?
H3: Civil Engineering app for ANDROIDIs it informative enough?

Other Helpful Websites and Services for Civilengineeringx

Internal Pages

/basic-civil-engineering/:
Title

Basic Civil Engineering | Civil Engineering

Description

UNIT – I: CIVIL ENGINEERING MATERIALS Traditional Materials —–1.1 Stones —–1.2 Bricks —————Types of Bricks —————Properties of Bricks —————Tests on Bricks —————Cl ification of Bricks Based on-their Quality —–1.3 Lime —————Types of Limes and their Properties —————Tests on Limestones —————Uses of Lime —–1.4 Cement

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H1

Civil Engineering

H2

Basic Civil Engineering

H3

Civil Engineering app for ANDROID

/building-design-and-construction-handbook/:
Title

Building Design and Construction Handbook | Civil Engineering

Description

Section 1 System Fundamentals ——1.1 Principles of Architecture ——1.2 Systems Design and ysis ——1.3 Traditional Design Procedures ——1.4 Traditional Construction Procedures ——1.5 Role of the Client in Design and Construction ——1.6 Building Costs ——1.7 Major Building Systems ——1.8 Value Engineering ——1.9 Execution of

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H1

Civil Engineering

H2

Building Design and Construction Handbook

H3

Civil Engineering app for ANDROID

/cementitious-materials/:
Title

Cementitious Materials | Civil Engineering

Description

The ACI 318 Building Code defines cementitious materials as those that have cementitiousВ value when used in concrete either by themselves, such as portlandВ cement, blended hydraulic cements, or expansive cement, or in combination withВ fly ash (ASTM specification C618), raw or calcined natural pozzolans (ASTMВ C618),

H1

Civil Engineering

H2

Cementitious Materials

H3

Civil Engineering app for ANDROID

/concrete-workability-tests/:
Title

Concrete Workability Tests | Civil Engineering

Description

—–3.1 Workability Test Methods for Concrete —–3.1.1 Confined Flow Test Methods ———-3.1.1.1 Compaction Factor Test (Compacting Factor Test, Glanville Compaction Test) ———-3.1.1.2 Free Orifice Test (Orimet Test) ———-3.1.1.3 K-Slump Tester —–3.1.2 Free Flow Test Methods ———-3.1.2.1 Slump Test ———-3.1.2.2 Modified Slump

H1

Civil Engineering

H2

Concrete Workability Tests

H3

Civil Engineering app for ANDROID

/durability-of-concrete-and-cement-composites/:
Title

Durability of concrete and cement composites | Civil Engineering

Description

-----1 Durability of concrete and cement composites -----2.1 Physical and chemical characteristics of cement composites -----2.2 Variations among concretes and -archetypical concrete- -----2.3 The genesis and chemistry of pore solutions in archetypical concretes ----------2.3.1 Long-term status of pore solutions in

H1

Civil Engineering

H2

Durability of concrete and cement composites

H3

Civil Engineering app for ANDROID

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