scholarly journals Lag time on torrential catchments in Serbia

2003 ◽  
pp. 51-65 ◽  
Author(s):  
Ratko Ristic

Maximal discharge Qmax(p) is the basic input data for designing longitudinal and transversal objects in torrential beds. Calculation of maximal discharge Qmax, on unstudied catchments, is carrying out by usage the theory of synthetic unit hidrograph and SCS methodology for separation effective rain Pe by total rainfall Pb. One of the basic time characteristics of torrential floods was analyzed: lag time tp. Lag time tp was determined on the basis of processing of hydrographs and deriving representative unit hydrographs, on 93 control profiles. Dominant physical-geography characteristics were determined: magnitude of the catchment area A, length of the catchment area along the main stream L, the distance from the centroid of the catchment area to the outlet profile Lc, average slope of the river bed Iu, average slope of terrain on the catchment area Isr. Lag time and dominant physical-geography characteristics were the basis for deriving some equations with regional significance (tp=f(L, Lc, Iu); tp=f(L, Lc, Iu, Isr)). The relation between lag time tp and time of concentration Tc was determined (tp=f(Tc)).

2006 ◽  
pp. 7-21 ◽  
Author(s):  
Ratko Ristic

Maximal discharge Qmax,p is the basic input data for the design of longitudinal and transversal objects in torrential beds. Calculation of maximal discharge Qmax, on unstudied catchments is performed by the following methods: combined procedure (the theory of synthetic unit hydrograph and SCS methodology for the separation of effective rainfall Pe from total rainfall Pb), rational theory and theory of maximal runoff intensity. Rational theory is a suitable method with representative time of concentration Tc. The time of concentration was determined on the basis of investigation on 93 control profiles, south from the Sava and the Danube. Time of concentration and dominant physical-geography characteristics of the catchments were the basis for deriving the equations with regional significance [Tc=f(A), Tc=f(L), Tc=f(L, Lc, Iu), Tc=f(L, Iu), Tc=f(L, Isr), Tc=f(L, Iu, Isr)]. The relation between time of concentration Tc and lag time tp was determined [Tc=f(tp)].


2017 ◽  
Vol 78 (1) ◽  
pp. 28-38
Author(s):  
Paweł Franczak

Abstract Mountain streams are subjected to the continuous reshaping of their river beds during floods, with the greatest changes occurring during extreme floods caused by sudden and heavy rainfall. River bed transformations during these flash floods are more severe in forested areas, where wooden logs carried by swollen streams are more likely to be deposited on the ground, which in turn leads to the greater accumulation of other transported material and debris. The study was conducted in the Rybny Potok catchment area (Babia Góra National Park). An extreme flash flood occurred on 15–16 May 2014 because of heavy rainfall, which, on 15 May amounted to 138 mm. The total amount of precipitation in the catchment area was 216.5 mm in three days. This resulted in sudden and full streams in spate, contributing to significant geomorphological transformations reaching all the way to the bottom of the river beds. During the flash flood, already established river beds and streams increased in size and many new river courses were formed.


Water ◽  
2020 ◽  
Vol 12 (8) ◽  
pp. 2270
Author(s):  
Alicia A. Del Rio ◽  
Aldo I. Ramirez ◽  
Mauricio A. Sanchez

This study intends to establish the main relations between topographic characteristics of the watershed and the main parameters of the unit hydrograph measured at the outlet. It looks to remove the subjectivity found in traditional synthetic methods and the trial and error setting of the main parameters of the hydrograph. The work was developed through physical experimentation of the rainfall-runoff process using the observed information of different watersheds of Chiapas, Mexico, as the reference. The experiments were carried out on a state-of-the-art semi-automatic runoff simulator, which was designed and built specifically for this study. Polynomial regression and fuzzy logic models were obtained to confirm the hypothesis of hydrological parameters being obtained from topographic data only by assuming uniform precipitation. Empirical relations were found for the peak flow, time to peak, base time and volume of the unit hydrograph and the watershed area, the main stream average slope, and the length of the stream of highest order. The main finding is that a unit hydrograph can be described based only on the watershed area when fuzzy logic models are applied.


1959 ◽  
Vol 50 (3) ◽  
pp. 449-465
Author(s):  
R. J. Kernaghan ◽  
J. B. Davies

Two field trials of obstruction (‘ obstructive clearing ’) as a means of control of Glossina palpalis (R.-D.) in locations representative of the Northern and Southern Guinea Savannah zones of Nigeria, are described.In neither case was complete eradication achieved, pockets of G. palpalis remaining from the beginning at certain points on the main stream. Greater success was obtained in the smaller tributaries, which lent themselves more to obstruction. There was little penetration of G. palpalis for any great distance into obstructed reaches from natural ‘ reservoirs ’ left abutting on to the obstruction, but a trial of the ‘ protective ’ value of obstruction failed, owing to complete penetration in some strength of 300 yd. of obstructed stream on either side of the point to be protected. In neither case was immigration of flies from elsewhere into the trial areas an important factor. Although, at first, the surviving fly population was very localised, there were later indications that dispersal was beginning to take place.Some accidents which may happen to obstruction are described, with their effects on its ultimate appearance. Consequent to these, a number of factors which limit the wide application of obstruction are stated. The more important of these are: the dimensions of the river-bed, which may be too large to permit of successful obstruction; the presence of wide swampy forest through which G. palpalis ranges freely; alternatively, the presence of shallow rocky stretches with low eroded banks that may be devoid of all but certain characteristic trees, where adequate obstruction is impossible; the rate of run-off of water in the catchment area, rapid run-off leading to spates which disrupt the obstruction; human interference with the obstruction in quest of firewood.No technical difficulties were encountered in carrying out obstruction, and costs were from 40 to 50 per cent, cheaper than comparable partial clearing.Considering the subsequent appearance of originally obstructed stream, and its frequent resemblance to partial clearing, the suggestion of ‘ destructive ’ clearing is put forward, in which the top canopy would be destroyed, but no effort made either to create obstruction or to clear away the fallen trees. Instead, reliance would be placed on the action of the various agencies encountered in these trials, which brought about the disruption of the obstruction, to produce the desired end-result.It is concluded that successful obstruction depends too much on specialised conditions, difficult to fulfil in large-scale tsetse control schemes, and that it is unlikely to become a normal method of control of G. palpalis in the savannah zones of Nigeria.


2002 ◽  
pp. 181-188 ◽  
Author(s):  
Ratko Ristic ◽  
Grigorije Macan

Part of the precipitation is intercepted by vegetation before reaching the ground. The portion of intercepted water, which is retained in storage of the vegetal cover and evaporates, is called the interception loss. Interception represents important component of water balance, because of reduction of total rainfall. It decreases potential for forming of surface runoff. Depends on complex of vegetative and climate factors. In humid forested regions about 25% of the annual precipitation may become interception loss. Results of investigation in beech-fir stand on mountain Goch are presented in this paper Investigation was carried out on experimental catchment area Vaona IV (A=0.098 km2), in association Abieti-fagetum, on mountain Goch, in Central Serbia. Standard rain gauges were used to determine total precipitation and throughfalls, during vegetation period (1992-1997). Total interception (Ic) depends on total precipitation (Pb), kind of trees, shape and density of the crown, position in the stand and age. Average values of interception (Icsr) during vegetation period (1992-1997), amount to Icsr=43.7-53.3% of total precipitation (fir), and Icsr=17.7-22.8% (beech).


2018 ◽  
Vol 246 ◽  
pp. 01095
Author(s):  
ZHAO Wanjie ◽  
XU Linjuan ◽  
LI Junhua ◽  
WANG Yuanjian ◽  
JIANG Enhui

In recent years, the distorted river bends occurs frequently in the lower reaches of the Yellow River, and the critical catastrophe occurs of natural cut-off under the action of flood scouring during flood season, which directly affects the plane shape of the river channel and the flood control safety of local reach. By collecting a large number of literature and combining existing research results, the causes of the deformed rivers and the natural cutting phenomenon are reviewed. The formation of the distorted river bends is mainly related to the incompatibility of the upstream water and sediment inflow conditions with the river boundary conditions, the formation of local anti-scour nodes (such as clay mouth) and the emergence or control engineering, and the different anti-scour properties of the riverbed leading to the main stream swing. In the development and evolution process of river bays, natural cutting curve occupies an important position, and there are three typical forms, such as erosion ditch type, bank collapsing type and die cutting type, and its cutting ratio is 1.6-6.9. In the future, we should study the composition of the river bed, study the causes and mechanism of the abnormal river regime in the lower Yellow River more deeply, predict the trend of the abnormal river regime scientifically, and evaluate the damage.


2010 ◽  
Vol 14 (8) ◽  
pp. 1449-1464 ◽  
Author(s):  
V. Soti ◽  
C. Puech ◽  
D. Lo Seen ◽  
A. Bertran ◽  
C. Vignolles ◽  
...  

Abstract. In the Ferlo Region in Senegal, livestock depend on temporary ponds for water but are exposed to the Rift Valley Fever (RVF), a disease transmitted to herds by mosquitoes which develop in these ponds. Mosquito abundance is related to the emptying and filling phases of the ponds, and in order to study the epidemiology of RVF, pond modelling is required. In the context of a data scarce region, a simple hydrologic model which makes use of remote sensing data was developed to simulate pond water dynamics from daily rainfall. Two sets of ponds were considered: those located in the main stream of the Ferlo Valley whose hydrological dynamics are essentially due to runoff, and the ponds located outside, which are smaller and whose filling mechanisms are mainly due to direct rainfall. Separate calibrations and validations were made for each set of ponds. Calibration was performed from daily field data (rainfall, water level) collected during the 2001 and 2002 rainy seasons and from three different sources of remote sensing data: 1) very high spatial resolution optical satellite images to access pond location and surface area at given dates, 2) Advanced Spaceborne Thermal Emission and Reflection Radiometer (ASTER) Digital Elevation Model (DEM) data to estimate pond catchment area and 3) Tropical Rainfall Measuring Mission (TRMM) data for rainfall estimates. The model was applied to all ponds of the study area, the results were validated and a sensitivity analysis was performed. Water height simulations using gauge rainfall as input were compared to water level measurements from four ponds and Nash coefficients >0.7 were obtained. Comparison with simulations using TRMM rainfall data gave mixed results, with poor water height simulations for the year 2001 and good estimations for the year 2002. A pond map derived from a Quickbird satellite image was used to assess model accuracy for simulating pond water areas for all the ponds of the study area. The validation showed that modelled water areas were mostly underestimated but significantly correlated, particularly for the larger ponds. The results of the sensitivity analysis showed that parameters relative to pond shape and catchment area estimation have less effects on model simulation than parameters relative to soil properties (rainfall threshold causing runoff in dry soils and the coefficient expressing soil moisture decrease with time) or the water loss coefficient. Overall, our results demonstrate the possibility of using a simple hydrologic model with remote sensing data to track pond water heights and water areas in a homogeneous arid area.


2019 ◽  
Vol 13 (2) ◽  
pp. 57-68
Author(s):  
Mihail Luca ◽  
Paul Vivian Sion ◽  
Mihaela Avram ◽  
Ilie Logigan ◽  
Stefania Chirica

The paper presents an analysis of the morphological changes created on the Moldova River lower course. The studies and researches were carried out on the sector around Pildeşti locality, where Roman water catchment is located. The successive floods from 1994 to 2018 have morphologically modified the Moldova River minor river bed, which determined supply parameters of the wells located on the left bank of the river. The minor river bed moves horizontally during floods due to the degradation of the jetties and the enclosure beams. The floods of 2016 and 2018 partially and totally destroyed some of the riverbed's shore protections. Also, part of the shore protection works have been degraded, which has influenced the stability of the Moldova River left bank. The floods in the past ten years have led to the displacement of the minor river bed towards the right riverbank by breaking the old enclosure dikes and the jetties. Studies conducted during 2012-2018 analysed hydrological, hydraulic, morphological and topographic parameters on the considered river sector. The research analysed the concurrence of regulation and protection works in the water catchment area during floods. The flood of 2016 forced the restoration of the Moldova River minor river bed, to ensure the optimum wells operation.


2009 ◽  
Vol 89 (4) ◽  
pp. 161-189 ◽  
Author(s):  
Ratko Ristic ◽  
Boris Radic ◽  
Nevena Vasiljevic

Torrential floods are the most frequent phenomenon in the arsenal of 'natural risks', in Serbia (droughts, avalanches, landslides, rockslides, hail, forest fires, storm wind and earthquakes). Regime of occurrence of floods was studied on the basis of investigations carried out on 128 control profiles, on all important river systems in Serbia, south from Sava and Danube. Frequency of event of maximal discharge Qmax, over determined threshold, defined as average maximal discharge Qmaxsr, was analyzed. The primary maximum of frequencies was noticed in the period May-June, and the secondary maximum of frequencies in the period February-March. The absolute maximal discharges Qmaxa registered on certain profiles follow the periods with the most expressed frequencies, but there are also significant exceptions. A few equations have been derived, which point out close relations between average maximal discharge Qmaxsr, magnitude of the catchment area A, average annual discharge Qsr and the absolute maximal discharge Qmaxa [Qmaxsr=f(A); Qmaxsr=f(Qsr); Qmaxsr=f(A, Qsr); Qmaxa=f(Qmaxsr)]. Historical cases of maximal discharges, reconstructed on the basis of 'hydraulics flood traces' are presented.


2020 ◽  
Vol 5 (2) ◽  
pp. 127
Author(s):  
I Made Udiana

This research is aimed at analyzing the slope is average in a model of river bed, the slope of each section and the maximum depth of the degradation which result from the construction of permeable on the model for the river that is using moderate bends (II), of minimum discharge , average discharge and maximum discharge, in order to determine the proper course of water flow, so as to achieve balance in river beds. The scour area of the permeable groyne formation is perpendicular to the scour I (ATLG I) = 0,4800 m2 with benchmarks  ATLG I < SeDKP and scour II(ATLG II) = 0,6000 m with benhmarks ATLG II < SeDKP and the average slope of the river bed that occurs and the average slope of the river bed that occurs (Ids TL) = 0,0097 with benchmarks IdsTL <  SeDKP so that the balance of the river bed is achieved and the hypothesis is accepted


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