scholarly journals Some properties of Dagan’s method for drain spacing determination in marshy - gley soil

2003 ◽  
Vol 48 (1) ◽  
pp. 69-75 ◽  
Author(s):  
Nevenka Djurovic ◽  
Ruzica Stricevic
Keyword(s):  
Steady State ◽  
Linear Function ◽  
Water Flow ◽  
Water Table ◽  
Drainage System ◽  
Water Table Depth ◽  
Flow Conditions ◽  
Drain Spacing ◽  
State Water ◽  
Dry Out

Dagan?s method as well as Kirkham?s one belong to the group of methods for drain spacing determination in steady state water flow conditions. Both methods are based on the assumption that drainage spacing (L) is linear function of water table depth and drainage discharge (h/q). The only difference can be distinguished in the values of coefficients. To dry out eugley type of soil, drain spacing is better determined by Dagan?s method in all treatments, as compared with Kirkham?s one. Advantage of this method is especially marked on the drainage system with narrower drain spacing.

scholarly journals Some properties of Kirkham’s method for drain spacing determination in marshy - gley soil

2003 ◽  
Vol 48 (1) ◽  
pp. 59-67
Author(s):  
Nevenka Djurovic ◽  
Ruzica Stricevic
Keyword(s):  
Steady State ◽  
Ground Water ◽  
Water Flow ◽  
Water Table ◽  
Soil Type ◽  
Water Discharge ◽  
Water Table Depth ◽  
Drain Spacing ◽  
State Water ◽  
Drainage Field

The aim of this work is to present some peculiarity of Kirkham?s method applied in drain spacing determination in steady state water flow in eugley soil type. The analysis was based on data obtained by measuring water discharge from drains and water table depth. Measurements was carried out on drainage field with drain spacing of 10 m, 20 m and 30 m, representing drainage treatments I, II and III, respectively. The estimation of drain spacing is moved to lower value in all treatments. The results of analysis show meaningful limitation of method, especially in the treatments with wider drain spacing as well as in the cases of deeper ground water.

scholarly journals ESTIMATIVA DE FLUXO DE DRENAGEM E ALTURA DE LENÇOL FREÁTICO EM SOLOS DE TEXTURAS DISTINTAS

Irriga ◽  
2018 ◽  
Vol 1 (1) ◽  
pp. 70 ◽  
Author(s):  
Pedro Ramualyson Fernandes Sampaio ◽  
Eder Duarte Fanaya Junior ◽  
José Leôncio de Almeida Silva ◽  
Jarbas Honorio de Miranda ◽  
Sergio Nascimento Duarte
Keyword(s):  
Zea Mays ◽  
Water Table ◽  
Drainage System ◽  
Water Table Depth ◽  
Annual Rainfall ◽  
Silty Clay ◽  
Drainage Flow ◽  
Initial Water ◽  
Drain Spacing ◽  
Drain Flow

ESTIMATIVA DE FLUXO DE DRENAGEM E ALTURA DE LENÇOL FREÁTICO EM SOLOS DE TEXTURAS DISTINTAS  PEDRO RAMUALYSON FERNANDES SAMPAIO1; EDER DUARTE FANAYA JÚNIOR1; JOSÉ LEÔNCIO DE ALMEIDA SILVA2; JARBAS HONORIO DE MIRANDA3 E SERGIO NASCIMENTO DUARTE3 1Engenheiro Agrônomo, Doutorando, Escola Superior de Agricultura “Luiz de Queiroz”/ESALQ-USP, Programa de Pós-Graduação em Engenharia de Sistemas Agrícolas, Av. Pádua Dias, 11 - São Dimas, 13418-900, Piracicaba - SP, Brasil, [email protected]; [email protected] Agrônomo, Doutorando, Universidade Federal de Viçosa/UFV, Programa de Pós-Graduação em Engenharia Agrícola, Av. Peter Henry Rolfs, s/n, Campus Universitário, Viçosa – MG, CEP: 36570-900, Brasil, [email protected] Agrônomo, Doutor, Professor Associado, Escola Superior de Agricultura “Luiz de Queiroz”/ESALQ-USP, Programa de Pós-Graduação em Engenharia de Sistemas Agrícolas, Av. Pádua Dias, 11 - São Dimas, 13418-900, Piracicaba - SP, Brasil, [email protected]; [email protected]  1 RESUMO O excesso de água no solo, devido aos altos níveis estacionais ou periódicos do lençol freático, tem-se constituído no principal risco para limitar a produtividade das culturas, e a sua profundidade influi indiretamente no crescimento e no desenvolvimento vegetal, influenciando às condições de umidade do perfil, de aeração e propriedades térmicas do solo. O presente trabalho teve como objetivo estudar o comportamento do lençol freático e o fluxo de drenos, em cinco anos extremos, que apresentam baixa, média e elevada pluviosidade anual, na cidade de Piracicaba-SP. O estudo foi realizado utilizando o software de Sistema de Drenagem - SISDRENA. Foram avaliados uma série temporal de cinco anos, com pluviosidade média anual abaixo, próxima e acima da média histórica para a cidade de Piracicaba, SP, Brasil. A partir destes anos, realizou-se a estimativa da altura do lençol freático e do fluxo de drenagem para cada um desses períodos, em cada tipo de solo estudado, com texturas Franco-argilosa, Argilosa e Franco-argilo-Siltosa. Foram realizadas simulações com diferentes espaçamentos entre drenos, variando de 10 a 100 m, a uma altura inicial de 0,55 m, para a cultura do milho (Zea mays). Em solos com menor coeficiente de drenagem, ocorre a diminuição do fluxo de drenagem a partir do espaçamento de 20 m. Em períodos chuvosos, com elevada pluviosidade anual, ocorreu uma maior altura do lençol freático para os três tipos de texturas de solos estudados. Palavras-chave: Irrigação; Sisdrena; Infiltração.  P. R. F. SAMPAIO1; E. D. FANAYA JÚNIOR1; J. L. DE A. SILVA2; J. H. DE MIRANDA3; S. N. DUARTE3ESTIMATING DRAINAGE FLOW AND WATER TABLE DEPTH FOR YEARS WITH LOW MEDIUM AND HIGH RAINFALL    2 ABSTRACT Excessive water in the soil, due to seasonally or periodically high water table levels, is often the main factor limiting crop yield. Water table depth can indirectly affect plant growth and development, due to adverse moisture, aeration soil and thermal conditions in the soil profile. The aim of this study was to evaluate the water table depth and the drain flow for five year periods with low, medium and high annual rainfall. The study was conducted using the Drainage System software - SISDRENA. Water table depth and drainage flow were simulated in three soils (Franco-clay, clay and Franco-silty-clay) for each one of these periods. Simulations were performed for maize (Zea mays), with drain spacing ranging from 10 to 100 m and an initial water table height of 0.55 m. In soils with lower drainage coefficient, there was decreased drain flow when the drain spacing exceeded 20m. During rainy periods, with a high annual rainfall rate, the water table was elevated in all three soil types. Keywords: Irrigation; Sisdrena; Infiltration.

scholarly journals Revisiting steady state water flow in a saturated, inclined soil slab

1999 ◽  
Vol 35 (5) ◽  
pp. 1435-1442
Author(s):  
Lyle Prunty ◽  
G. Padmanabhan
Keyword(s):  
Steady State ◽  
Water Flow ◽  
State Water

scholarly journals Calibration of DRAINMOD for prediction of water table depths and drain discharges under waterlogged Vertisols of Maharashtra, India

2019 ◽  
Vol 11 (3) ◽  
pp. 724-731
Author(s):  
Shrimant Rathod ◽  
Sudhir Dahiwalkar ◽  
Sunil Gorantiwar ◽  
Mukund Shinde
Keyword(s):  
Water Table ◽  
Agricultural Research ◽  
Drainage System ◽  
Subsurface Drainage ◽  
Design Parameters ◽  
Design System ◽  
Research Station ◽  
Drain Spacing ◽  
Drainage Design ◽  
Rainy Days

An estimation of optimal design parameters of subsurface drainage system through monitoring of water table depths and drain discharges are expensive in terms of time and money. The simulation modeling is an effective tool for estimation of drainage design parameters at less cost and short time. In view to this, calibration of DRAINMOD model for prediction of water table depths and drain discharges were conducted by installing subsurface drainage system with 40 m drain spacing and 1.0 m drain depth at Agricultural Research Station, Kasbe Digraj, Dist. Sangli (Maharashtra) during 2012-13 to 2013-14. The field data on water table depth and drain discharge were used for calibration of DRAINMOD model. The input data files on climatic, soil, crop and drainage design system parameters were attached to DRAINMOD model and calibrated successfully. It is found that both observed and simulated water table depths and drain discharges showed a fluctuating trend and predicted both water table depths and drain discharges closely with the observed values during frequent rainy days and following the rainy days. The DRAINMOD model reliably predicted water table depths with a goodness of fit (R2 = 0.97), MAE (12.23 cm), RMSE (15.49 cm) and CRM (0.05); drain discharges with R2 of  0.93, MAE of 0.095 mm day-1, RMSE of 0.1876 mm day-1and CRM of 0.04. Thus, the calibrated DRAINMOD model can be used to simulate the water table depths and drain discharges in semi-arid climatic conditions of Maharashtra and in turn to estimate and evaluate drain spacing and depth.

scholarly journals Unraveling the Dynamics of a Creeping Slope in Northwestern Colombia: Hydrological Variables, and Geoelectrical and Seismic Signatures

Water ◽  
2018 ◽  
Vol 10 (11) ◽  
pp. 1498 ◽  
Author(s):  
Juan Loaiza-Usuga ◽  
Gaspar Monsalve ◽  
Aleen Pertuz-Paz ◽  
Laura Arce-Monsalve ◽  
Mateo Sanín ◽  
...  
Keyword(s):  
Steady State ◽  
Water Table ◽  
Debris Flows ◽  
Subsurface Flow ◽  
Drainage Water ◽  
Seismic Surveys ◽  
Geophysical Surveys ◽  
State Water ◽  
Surface Geology ◽  
The City

Mass movements are quite common in the Northern Andes and constitute one of the major hazards in the region. In particular, along valley flanks where the city of Medellin (Colombia) is located, rainfall is the main trigger of these phenomena, but little is understood about how water in the soil and subsoil behaves. In this study, we show data from some basic soil hydrology measurements and conventional geophysical surveys within a ~4 ha experimental plot that is experiencing soil creep. The seasonally wet study site has an average slope gradient of 33%, and its surface geology consists of a series of older deposits of debris flows. Our measurements show a low surface runoff, which ranges from 4 to 11% of the rainfall; infiltration is 89–96% of the rainfall, and 15–33% corresponds to drainage water at shallow levels in the soil (20–50 cm); piezometric measurements reveal a mostly steady-state water table. About 14–54% of the rainfall becomes subsurface flow within the first ~1–2 m below the surface. Geoelectrical and seismic surveys suggest small temporal changes in the properties of materials shallower than 2 m, consistent with the steady-state water table and the permanent and high subsurface flow. These geophysical surveys also indicate the presence of a major discontinuity at ~4–6 m below the surface, which we interpret as the limit between different prior debris flows.

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