Results 21 to 30 of about 72,621 (259)

MODELING OF ONE DIMENSIONAL FLOW OVER SEMICIRCLE CRESTED WEIR PROFILE USING (HEC-RAS) PROGRAM

open access: yesDiyala Journal of Engineering Sciences, 2017
A semicircle crest profile extending across full width of laboratory channel (suppressed) provides measurements of discharge – head under free flow condition.
Thabet mohammed abdulatif
doaj   +1 more source

Hydraulic Structures as Flow Measuring Devices

open access: yesEnvironmental and Climate Technologies, 2023
Discharge measurement is the base of proper water management. The effective design and operation of hydraulic structures under both normal and extreme flow conditions depend on the quality of hydrological data.
Bilkova Eva   +3 more
doaj   +1 more source

Nucleation rates in flat and curved space [PDF]

open access: yesPhysical Review D, 1994
Nucleation rates for tunneling processes in Minkowski and de Sitter space are investigated, taking into account one loop prefactors. In particular, we con- sider the creation of membranes by an antisymmetric tensor field, analogous to Schwinger pair production.
openaire   +4 more sources

Co-Jumping of Treasury Yield Curve Rates [PDF]

open access: yesStudies in Nonlinear Dynamics & Econometrics, 2019
Abstract We study the role of co-jumps in the interest rate futures markets. To disentangle continuous part of quadratic covariation from co-jumps, we localize the co-jumps precisely through wavelet coefficients and identify statistically significant ones. Using high frequency data about U.S.
Baruník, Jozef, Fišer, Pavel
openaire   +2 more sources

Z-curve 2.0: Estimating Replication Rates and Discovery Rates

open access: yesMeta-Psychology, 2020
Selection for statistical significance is a well-known factor that distorts the published literature and challenges the cumulative progress in science. Recent replication failures have fueled concerns that many published results are false-positives. Brunner and Schimmack (2020) developed z-curve, a method for estimating the expected replication rate ...
František Bartoš, Ulrich Schimmack
openaire   +3 more sources

Courbes de tarage dynamiques pour la végétation aquatique saisonnière

open access: yesLHB Hydroscience Journal, 2022
La gestion des courbes de tarage des stations hydrométriques affectées par la végétation aquatique saisonnière est une gageure. La croissance puis le déclin des plantes font varier la relation hauteur-débit continuellement dans le temps, de sorte qu’il ...
Emeline Perret   +2 more
doaj   +1 more source

DEVELOPING AN EXCELLENT SEDIMENT RATING CURVE FROM ONE HYDROLOGICAL YEAR SAMPLING PROGRAMME DATA: APPROACH

open access: yesJournal of Urban and Environmental Engineering, 2008
This paper presents preliminary findings on the adequacy of one hydrological year sampling programme data in developing an excellent sediment rating curve. The study case is a 1DD1 subcatchment in the upstream of Pangani River Basin (PRB), located in the
Preksedis Marco Ndomba   +2 more
doaj   +2 more sources

Verification of the peak flow rates of the July 1997 flood in the upper and middle Odra river

open access: yesActa Scientiarum Polonorum. Formatio Circumiectus, 2019
Aim of the study This paper presents a verification of peak discharges (maximum flow) of the great flood that took place in July 1997 on the Odra (Oder) river, for the section between Racibórz and Słubice. Material and methods The carried out analysis
Robert Banasiak
doaj   +1 more source

Numerical Simulation of Backwater Effects by a Downstream Dam using HEC-RAS: A case of SunKoshi- Marin Diversion Headworks, Nepal [PDF]

open access: yesJournal of Hydraulic and Water Engineering
This study evaluates the scenario of the flood backwater impacts on upstream of the Sunkoshi-Marin headworks. The design flood and hydrological analysis were carried out based on the stream flow data from 1968 to 2015 of Khurkot station.
Mukesh Kafle
doaj   +1 more source

A dynamic rating curve approach to indirect discharge measurement [PDF]

open access: yesHydrology and Earth System Sciences, 2009
The operational measurement of discharge in medium and large rivers is mostly based on indirect approaches by converting water stages into discharge on the basis of steady-flow rating curves.
F. Dottori, M. L. V. Martina, E. Todini
doaj  

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