St. Paul Harbor breakwater stability study, St. Paul, Alaska : hydraulic model investigation /

"September 1988."

St. Paul Harbor, St. Paul Island, Alaska design for wave and shoaling protection : hydraulic model investigation /

"September 1988."

Hydraulic characteristics of the Deer Creek Lake land treatment site during wastewater application /

Mode of access: Internet.

Hydraulic model study of stratified flow over a weir /

Mode of access: Internet.

Hydraulic model studies of the Wanship Dam Vertical stilling wells, Weber Basin Project, Utah /

Mode of access: Internet.

Model hydraulic breakwater studies /

Mode of access: Internet.

Shipboard hydraulic breakwater /

Mode of access: Internet.

Mechanics of engineering and of machinery.

T.-p. of v. 1-2 reads: A manual of the mechanics of engineering and of the construction of machines ...

The Elements of mining engineering [microform] /

Includes indexes.

Hydraulic and geometrical relationships of lay-flat irrigation tubing /

Caption title.

Conduit rating, partial gate openings : Hydrologic Engineering Center computer program 22-J2-L224.

At head of cover title: Generalized computer program.

Hydrograph combining and routing : Hydrologic Engineering Center computer program 23-J2-L232.

At head of cover title: Generalized computer program.

Spillway rating, partial tainter gate openings : Hydrologic Engineering Center computer program 22-J2-L225.

At head of cover title: Generalized computer program.

Unit graph and hydrograph computation : Hydrologic Engineering Center computer program 23-J2-L228.

At head of cover title : Generalized computer program.

Drying of porous building materials: hydraulic diffusivity and front propagation

One-dimensional drying of a porous building material is modelled as a nonlinear diffusion process. The most difficult case of strong surface drying when an internal drying front is created is treated in particular. Simple analytical formulae for the drying front and moisture profiles during second stage drying are obtained when the hydraulic diffusivity is known. The analysis demonstrates the origin of the constant drying front speed observed elsewhere experimentally. Application of the formulae is illustrated for an exponential diffusivity and applied to the drying of a fired clay brick.