As first significant experiment with an overflow over triangular-notch thin-plate weirs can be considered Thomson's from 1858. Following Thomson's measurements, a number of experiments were performed, especially in the first half of the 20th century. Selected experiments were then summarized in 1981 by Shen. The article deals with the collection of available publications on the topic of overflow over triangular–notch thin–plate weirs until 2021 and analysis of the range of used geometric parameters and liquid properties, which were triangular–notch angle, upstream gauged head above crest level "overflow head", height of the crest relative to the floor, and the temperature of the used water
This master´s thesis deals with the problem of measuring flow, especially using the method of Q/H ch...
The most common types of weirs are the broad-crested weir, the sharp-crested weir, the circular cres...
Linear proportional weirs are sharp crested weirs in which discharge of water is linearly proportion...
The bachelor´s thesis consists of research and experimental part. The content of research part is th...
The thesis is divided into literary research and practical part (own measurement). The content of th...
Triangular weirs are commonly used to measure discharge in open channel flow. They represent an inex...
Weirs belong to the basic water structures mainly creating vertical contraction of stream against th...
Simple hydraulic structures, such as weirs, allow measuring flow discharge by using the upstream flo...
One of the principal reasons for undertaking this research was that an apparatus was wanted, the flo...
The bachelor's thesis discussed the determination of the influence of the width of the tributary cha...
Thesis (Civil Engineering)--University of Kansas, Civil Engineering, 1915. ; Includes bibliographica...
Laboratory evaluation of three free overfall equations for predicting water profile over hydrau...
This paper is concerned with the determination of the relationship for the calculation of the discha...
This thesis is devoted to the study and designs of two important proportional weirs having the disch...
In open waterway flows, the data of the water discharge is a key parameter and a range of measuremen...
This master´s thesis deals with the problem of measuring flow, especially using the method of Q/H ch...
The most common types of weirs are the broad-crested weir, the sharp-crested weir, the circular cres...
Linear proportional weirs are sharp crested weirs in which discharge of water is linearly proportion...
The bachelor´s thesis consists of research and experimental part. The content of research part is th...
The thesis is divided into literary research and practical part (own measurement). The content of th...
Triangular weirs are commonly used to measure discharge in open channel flow. They represent an inex...
Weirs belong to the basic water structures mainly creating vertical contraction of stream against th...
Simple hydraulic structures, such as weirs, allow measuring flow discharge by using the upstream flo...
One of the principal reasons for undertaking this research was that an apparatus was wanted, the flo...
The bachelor's thesis discussed the determination of the influence of the width of the tributary cha...
Thesis (Civil Engineering)--University of Kansas, Civil Engineering, 1915. ; Includes bibliographica...
Laboratory evaluation of three free overfall equations for predicting water profile over hydrau...
This paper is concerned with the determination of the relationship for the calculation of the discha...
This thesis is devoted to the study and designs of two important proportional weirs having the disch...
In open waterway flows, the data of the water discharge is a key parameter and a range of measuremen...
This master´s thesis deals with the problem of measuring flow, especially using the method of Q/H ch...
The most common types of weirs are the broad-crested weir, the sharp-crested weir, the circular cres...
Linear proportional weirs are sharp crested weirs in which discharge of water is linearly proportion...