Current refinement(s):
SURDEV: surface irrigation software; design, operation, and evaluation of basin, border, and furrow irrigation Jurriëns, M. ; Zerihun, D. ; Boonstra, J. ; Feyen, J.  \ 2001
Wageningen : International Institute for Land Reclamation and Improvement/ILRI (ILRI publication 59)  ISBN 9789070754563 oppervlakteirrigatie  irrigatiewater  modellen  computer software  kombevloeiing  strooksgewijze bevloeiing  greppelbevloeiing  irrigatie  software  surface irrigation  irrigation water  models  computer software  basin irrigation  border irrigation  furrow irrigation  software
SURDEV is a computer package for the design, operation, and evaluation of surface irrigation. SURDEV combines three subprograms: BASDEV (for basin irrigation), FURDEV (for furrow irrigation), and BORDEV for (border irrigation). This combination enables the user to simulate many of the problems involved in the practice of surface irrigation. In addition to simulations, SURDEV performs calculations of the optimal flow rates, field lengths, and cutoff times necessary in surfaceirrigation situations specified by the user


Zandfilters zijn hulp bij het verwijderen van schimmelsporen uit gietwater Os, E.A. van; Amsing, J. ; Runia, W. ; Kuik, F. van  \ 1997
De Boomkwekerij 7 (1997).  ISSN 09232443  p. 24  25. cultuurmethoden  filtratie  greppelbevloeiing  hydrocultuur  houtachtige planten als sierplanten  plantenziekteverwekkende schimmels  gewasbescherming  zand  bodem  oppervlakteirrigatie  afvalwaterbehandeling  waterzuivering  cultural methods  filtration  furrow irrigation  hydroponics  ornamental woody plants  plant pathogenic fungi  plant protection  sand  soil  surface irrigation  waste water treatment  water treatment
Op sommige boomkwekerijen zijn zandfilters voor de ontsmetting van recirculatiewater in gebruik. Met deze filters lukt het om sporen van Phytopthora en Pythium uit het gietwater te verwijderen. De zandfilters zijn niet geschikt voor de verwijdering van aaltjes en Fusarium


Zoutophoping en uitspoeling in samenhang met het druppelsysteem bij de teelt op steenwol = The influence of the drip system upon the accumulation and leaching of salts in rockwool cultures Noordwijk, M. van; Raats, P.A.C.  \ 1981
Haren Gr. : Instituut voor Bodemvruchtbaarheid (Rapport / Instituut voor Bodemvruchtbaarheid no. 981)  37 greppelbevloeiing  verbetering  steenwol  verzilting  natrium  bodem  oppervlakteirrigatie  furrow irrigation  improvement  rockwool  salinization  sodium  soil  surface irrigation
Bij gebruik van steenwol als substraat voor de teelt van tuinbouwgewassen kunnen problemen ontstaan verband houdend met het verdelingspatroon van de voedingsoplossing. In dit rapport wordt het transportproces van de voedingsoplossing beschreven aan de hand van proefnemingen met een kleurstof. Vanuit theoretisch oogpunt wordt aangegeven in welke mate doorspoeling nodig kan zijn bij gebruik van slecht of matig gietwater. Tenslotte worden praktische adviezen gegeven over de plaatsing van druppelaars en afvoerspleten


Kapillarbewaesserung : Topfpflanzen : Literatur 1969  1977 Anonymous,  \ 1978
Wageningen : Pudoc (Literatuurlijst / Centrum voor landbouwpublikaties en landbouwdocumentatie no. 4115) bibliografieën  greppelbevloeiing  potplanten  sprinklers  oppervlakteirrigatie  binnen kweken (van planten)  bibliographies  furrow irrigation  pot plants  sprinklers  surface irrigation  indoor culture


Merkenonderzoek infiltratiematten Anonymous,  \ 1977
Wageningen : IMAG (Publikatie / Instituut voor mechanisatie, arbeid en gebouwen no. 95)  30 sierplanten  greppelbevloeiing  oppervlakteirrigatie  sprinklers  ontginning  landinrichting  land  boerderij uitrusting  landbouwwerktuigen  ornamental plants  furrow irrigation  surface irrigation  sprinklers  reclamation  land development  land  farm equipment  farm machinery


Infiltration characteristics of furrow irrigation in a heavytextured soil Grassi, C.J.  \ 1972
Landbouwhogeschool Wageningen. Promotor(en): J. Nugteren.  Wageningen : Veenman  127 greppelbevloeiing  hydraulisch geleidingsvermogen  infiltratie  kwel  bodemwater  subtropen  oppervlakteirrigatie  tropen  venezuela  furrow irrigation  hydraulic conductivity  infiltration  seepage  soil water  subtropics  surface irrigation  tropics  venezuela
The objective of this thesis is to study the rate and pattern of infiltration of soil water, under the conditions of heavy texture and shallow depth in a tropical furrow irrigated soil. The analysis is the result of a series of fieldexperiments and is supported by theories that has been proposed by others. The experiments were carried out in the CojedesSarare Irrigation Project, Portuguesa State, Venezuela. Furrows with a length of 200 m, spaced at w = 0.70 m, and with an average slope of 0. 18 % were used. Three series of experiments were set out: (i) First series with variable inflow and surface roughness; (ii) Second series with variable initial soil moisture content; (iii) Third series with variable furrow length. Replicates of the treatments were distributed at random. Five irrigations were applied to the land during the period from January to March, 1970. Subsequently in the first series of experiments, first, third and fourth irrigations for three roughness conditions and four sizes of flow were tested. The second irrigation was used for the second series of experiments. The fifth irrigation served for the third series of experiments. During the first series of experiments, the following measurements were taken: (i) rate of advance of the water front (distance x in m at time t in min); (ii) furrow section parameters (top width T and depth h ); (iii) furrow inflow Q and outflow Q _{out} . During the second and the third series of experiments, only the simultaneous inflow and outflow were recorded. Advance and infiltration functions were obtained for the period of advance of the water front (first stage), and infiltration functions for the period of wetting the root zone (second stage). Exponential equations were obtained by computer analysis for single furrow trials. Then, by averaging coefficients and exponents of the equations of the replicates, general equations for each treatment were found. The data of x as a function of t showed a good fit with the equation x = p t ^{r} . The coefficient p increased significantly with the flow size Q and the exponent r showed a trend to decrease although not significantly, with increasing Q . The coefficients of variation of p and r were rather high. Therefore a single furrow advance trial may not suffice to express the average field advance of the water front under the given conditions. The advance curves showed that the differences in roughness were great between the first irrigation with loose furrows and those irrigations after two or three applications have taken place. The roughness conditions appeared to be identical for third and fourth irrigations. With distanceaverages of the furrow section parameters h and T , for three water front advance stages ( x = 87.5 m, x = 137,5 m and x = 175.0 m), the average section a _{f} , and the average wetted perimeter P were obtained for a parabolic section of the furrows. The surface volume V _{f} = a _{f } p t ^{r} , and the area of infiltration A _{i} (net area A _{in} = P pt ^{r} and gross area A _{ig} = w pt ^{r} ) were then arrived at. The infiltration functions were found for each treatment during the first stage, as V _{i}= f(t) by using single furrow data of V _{i} = Q t  V _{s} ,. As the average infiltration depth I _{cum} = V _{i} / A _{i} , the equations for I _{cum}= f(t) were obtained. Equating these functions with the equation I _{cum} = F at ^{b}^{+1/}( b + 1) ( b + 2), the parameters a and b of the Kostiakov equation ( I = a t ^{b} ) were derived. For the second stage (when x = L = 175.0 m), the infiltration function was obtained by simultaneous measurements of the inflow and outflow, as infiltration flow: Q _{i} = Q  Q _{out} , from which the parameters of the infiltration equations, were found. The increase of infiltration with inflow size was clearly shown from the data analysis of both stages as being the effect of a larger volume of water. The parameters of the infiltration equation for the first stage altered in successive irrigations. Some emphasis was put on the unit inflow function q0 to relate flow sizes for both stages with length of run and infiltration. Equations for the unit inflow q_{0} = Q / A _{i} and for unit infiltration flow q _{i} = Q _{i} / A _{i} per unit area, were obtained for each treatment. Then a generalized type of equation was introduced which relates the unit inflow function with the average depth of water infiltrated during the advance time at the furrow intake. An equation to predict the length of advance is included x = φ( Q ) t ^{0.927}, for the surface roughness and soil conditions under which the experiments were carried out. The representation of q_{0}= f(t) and q _{i} = f(t) for both stages, in a composite figure with the advance function as a function of time, provides an illustration of the infiltration process, usable for the design and management of furrow irrigation under the conditions of the experiments. The relationship between the exponent of time in the advance equation and the exponent of time in the infiltration equation was analysed with the data from the experiments. This analysis confirmed that r increases when ( b + 1) decreases. This agrees with findings in the literature, such as the relationship proposed by FOK and BISHOP (1965) Values for the surface storage coefficient C _{1} = D / D_{0} , and infiltration coefficient C _{2} = I _{cum} / I _{cum0} to solve the balance equation for predicting advance were also obtained. The second series of experiments, in which infiltration rate was measured during the second stage, as a function of the initial moisture content, showed that the value of the coefficient a of the Kostiakov equation increased not significantly as the initial content of soil moisture decreases. The third series of experiments  measurements taken during the second stage  showed that upon the increase of furrow length, the coefficient a of the infiltration equation decreases and the exponent b increases. Water losses by deep percolation and by runoff at the end of the run, were finally analysed on the bases of the equations found and the data available. The analysis was made for the case of constant inflow for both stages (third irrigation), and for the case of reduced inflow during the second stage (fourth irrigation). The data analysis showed that infiltration is a very variable factor affected by the conditions of the soil and the surface of the channel bed, as well as by the size of the flow, furrow length and stage of irrigation. Soil cracking upon drying was found to be a relevant factor in the entry of water into the soil. Because deep percolation losses are certainly very small under the indicated physical conditions, irrigation efficiency will be rather high if provisions are made to use a cutback stream, during the second stage, in order to lose a minimum of water by runoff at the end of the run. 

Het tertiaire vak Nugteren, J.  \ 1967
Wageningen : Veenman  18 irrigatie  strooksgewijze bevloeiing  greppelbevloeiing  irrigation  border irrigation  furrow irrigation
