flow consistency
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2021 ◽  
Vol 1203 (3) ◽  
pp. 032054
Author(s):  
Adam Podhorecki ◽  
Oleksandr Hnatiuk ◽  
Mykola Lapchuk ◽  
Oleksandr Mazepa

Abstract The reinforced concrete micropiles with enlarged toe is the effective construction for the arranging of new and reinforcing of existing foundations which a drill-impact method are made as a circular bar with a diameter to 250 mm from the flow consistency concrete with prefabricated reinforcement cage and enlarged to two diameters toe cone-shaped form. For research of them real work by the authors of the article and engineers of PP BKF “Osnova” were conducted them field tests on the objects of building in the different soil conditions and the analysis of them calculation and experimental bearing capacity is given. The analysis of quantitative correlation of experimental and theoretical bearing capacity for the different types of soils is the task of researches.


2021 ◽  
pp. 245-300
Author(s):  
Richard B. Waitt* ◽  
Brian F. Atwater ◽  
Karin Lehnigk ◽  
Isaac J. Larsen ◽  
Bruce N. Bjornstad ◽  
...  

ABSTRACT New findings about old puzzles occasion rethinking of the Grand Coulee, greatest of the scabland channels. Those puzzles begin with antecedents of current upper Grand Coulee. By a recent interpretation, the upper coulee exploited the former high-level valley of a preflood trunk stream that had drained to the southwest beside and across Coulee anticline or monocline. In any case, a constriction and sharp bend in nearby Columbia valley steered Missoula floods this direction. Completion of upper Grand Coulee by megaflood erosion captured flood drainage that would otherwise have continued to enlarge Moses Coulee. Upstream in the Sanpoil valley, deposits and shorelines of last-glacial Lake Columbia varied with the lake’s Grand Coulee outlet while also recording scores of Missoula floods. The Sanpoil evidence implies that upper Grand Coulee had approached its present intake depth early the last glaciation at latest, or more simply during a prior glaciation. An upper part of the Sanpoil section provides varve counts between the last tens of Missoula floods in a stratigraphic sequence that may now be linked to flood rhythmites of southern Washington by a set-S tephra from Mount St. Helens. On the floor of upper Grand Coulee itself, recently found striated rock and lodgement till confirm the long-held view, which Bretz and Flint had shared, that cutting of upper Grand Coulee preceded its last-glacial occupation by the Okanogan ice lobe. A dozen or more late Missoula floods registered as sand and silt in the lee of Steamboat Rock. Some of this field evidence about upper Grand Coulee may conflict with results of recent two-dimensional simulations for a maximum Lake Missoula. In these simulations only a barrier high above the present coulee intake enables floods to approach high-water marks near Wenatchee that predate stable blockage of Columbia valley by the Okanogan lobe. Above the walls of upper Grand Coulee, scabland limits provide high-water targets for two-dimensional simulations of watery floods. The recent models sharpen focus on water sources, prior coulee incision, and coulee’s occupation by the Okanogan ice lobe. Field reappraisal continues downstream from Grand Coulee on Ephrata fan. There, some of the floods exiting lower Grand Coulee had bulked up with fine sediment from glacial Lake Columbia, upper coulee till, and a lower coulee lake that the fan itself impounded. Floods thus of debris-flow consistency carried outsize boulders previously thought transported by watery floods. Below Ephrata fan, a backflooded reach of Columbia valley received Grand Coulee outflow of small, late Missoula floods. These late floods can—by varve counts in post-S-ash deposits of Sanpoil valley—be clocked now as a decade or less apart. Still farther downstream, Columbia River gorge choked the largest Missoula floods, passing peak discharge only one-third to one-half that released by the breached Lake Missoula ice dam.


2021 ◽  
Vol 20 (1) ◽  
pp. 190-204
Author(s):  
Murat Gokce ◽  
◽  
Osman Şimşek ◽  

In this study, the effects of blast furnace slag (BFS) and calcite on rheological properties of self-compacting concrete (SSC) in meso and macro scales were investigated. During the preparation of replicate samples, while BFS was replaced with the cement at the rate of 10%, 20%, 30%, and 40% by weight, calcite was added to the cement at the rate of 10%, 15%, 20%, and 25% by weight. The rheological properties (plastic viscosity and yield point) and mini-slump flow values of the cement paste prepared in meso scales were determined. The fresh flow consistency of concrete prepared in macro-scale was tested with L-box flowing test. As a result, upon evaluating the rheological parameters of the pastes according to the Bingham model, while the pastes with a plastic viscosity value close to 1 Pa·s (±100 MPa·s) and a mini-slump flow rate higher than 200 mm were observed to be more resistant to segregation and form a homogeneous flow consistency, their L-box flowing rates were determined to be homogeneous and high. Ideal SSCs were made by adding 20% and 25% calcite to 30% BFS and 40% BFS replaced mixtures respectively in this study. It was also concluded that ideal SCC could be produced with paste mixtures having 1 Pa·s (±100 MPa·s) viscosity and mini-slump flow diameter higher than 200 mm. With the increase in calcite addition rates in SSCs, the passing rate for the L box test has increased


2020 ◽  
Vol 331 ◽  
pp. 04004
Author(s):  
Rudi Herman ◽  
Vera Wim Andiesse ◽  
Oktaviana Siti Rahmi

Land use changes in a watershed will affect to net rainfall and have an impact to river discharge. Evaluation of plant interception due to land use changes would had better view of net rainfall. The descriptive research is aims to determine changes in land use that affect net rainfall and reliable discharge using the Nreca calculation model. The area of the Miu watershed was 654. 55 km2 and the changes in land use was considered the years of 2005, 2010 and 2016 which is observed by using ArcGIS software to evaluate the catchments area. The land use changes show the forest area decrease from 82. 10% in 2005 to 78. 65 and 89. 67% for 2010 and 2016, but there has been a lot of increase in open area from 1. 71% in 2005 to 8. 19% in 2016. Net rainfall was applied in calculation of dependable discharge and the results obtained show the flow consistency. The input parameter for initial SMS is 200 mm, PSUB is 0. 85 and GWF is 0. 25. The average discharge obtained is 9. 15 m3/sec. The graph shows very close relationship between net rainfall that influencing to dependable discharge.


2019 ◽  
Vol 14 (3) ◽  
pp. 182-204
Author(s):  
Sivramkrishna Sashi ◽  
Sharma Bhavish

AbstractIran is facing a severe macroeconomics crisis after the US (re)imposed sanctions on its oil and gas exports in May 2018, followed by additional sanctions on metal exports in 2019. Its exports have collapsed triggering a contraction of the economy along with accelerating inflation and depreciating currency. Using the sectoral financial balances (SFB) model, we study the interrelationship between several macroeconomic parameters maintaining stock-flow consistency across time and sectors of the economy. Fiscal and monetary policy cannot reverse the consequences of the sanctions although fiscal deficits as a percentage of GDP will see a rise to accommodate the domestic private sector’s desire to accumulate financial asset accumulation. The lack of a strong monetary policy mechanism in Iran may, however, be unable to quell the impact of expansionary fiscal policy on inflation and depreciating rial. Given the limited macroeconomic policy options open to Iran in dealing with the crisis Iran, the only option may be political – a return to the negotiating table with the US.


Author(s):  
Kazimierz Łaski

The basic concepts of national income are explained, centered around the question of the measurement of the total output of heterogeneous goods in a capitalist economy, showing the effects of changes in the prices used to add up those goods. The capitalist economy consists of a private sector and a government sector. The balances between income and expenditure in these sectors are then linked to their supporting financial and non-financial balance sheets of assets and liabilities. The basic principles of stock-flow consistency between sectors of the economy are shown using sectoral balances.


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