Acceso abierto

Impact of Land Use Changes on Collapsed Pipes Development in the Loess Gully (Lublin Upland, East Poland)

, , ,  y   
20 dic 2024

Cite
Descargar portada

Fig. 1.

Location of the kolonia Celejów gully catchment, A) against the Polish loess belt (Główny Urząd Geodezji i kartografii. 2024. LiDAR. Access November 2024. https://www.geoportal.gov.pl/; loess cover after Maruszczak 1991), B) in the western part of the Nałęczów Plateau.
Location of the kolonia Celejów gully catchment, A) against the Polish loess belt (Główny Urząd Geodezji i kartografii. 2024. LiDAR. Access November 2024. https://www.geoportal.gov.pl/; loess cover after Maruszczak 1991), B) in the western part of the Nałęczów Plateau.

Fig. 2.

Relief of gully catchment in kolonia Celejów – DEM from 2022 (Główny Urząd Geodezji i kartografii. 2024. LiDAR. Access November 2024. https://www.geoportal.gov.pl/) (left), and land use – Orthophotomap 2024 (right). The location of studied collapsed pipes. 1 – Site 1, 2 – Site 2, 3 – Site 3.
Relief of gully catchment in kolonia Celejów – DEM from 2022 (Główny Urząd Geodezji i kartografii. 2024. LiDAR. Access November 2024. https://www.geoportal.gov.pl/) (left), and land use – Orthophotomap 2024 (right). The location of studied collapsed pipes. 1 – Site 1, 2 – Site 2, 3 – Site 3.

Fig. 3.

Cross-section of modern forest edge (A), with truncated and overlying Luvisol profile (B): and contact of loess sinkhole wall with fill deposits (C) and silted channel (D). pc – ploughing colluvia, bl – basal loess, fc – falling colluvia, fp – fossil pipe.
Cross-section of modern forest edge (A), with truncated and overlying Luvisol profile (B): and contact of loess sinkhole wall with fill deposits (C) and silted channel (D). pc – ploughing colluvia, bl – basal loess, fc – falling colluvia, fp – fossil pipe.

Fig. 4.

Dissection of the forest edge under the chokeberry plantation (A) and exposures of sediments infilling the old sinkhole (B, C, D): ac – water colluvia, fc – falling colluvia, pc – ploughing colluvia.
Dissection of the forest edge under the chokeberry plantation (A) and exposures of sediments infilling the old sinkhole (B, C, D): ac – water colluvia, fc – falling colluvia, pc – ploughing colluvia.

Fig. 5.

Development of the secondary collapsed pipe at Site 1: A – view of the collapsed pipe catchment. B – recent edge of the collapsed pipe on the agricultural terrace (white dotted line).
Development of the secondary collapsed pipe at Site 1: A – view of the collapsed pipe catchment. B – recent edge of the collapsed pipe on the agricultural terrace (white dotted line).

Fig. 6.

Development of the collapsed pipe at Site 2, A – in 2004. B – in 2024. red arrow – erosion furrow. 1 – forest edge, 1a – contemporary, 1b – former, 2 – direction of tillage, 3 – direction of surface runoff, 4 – ploughed erosion rills; 5 – colluvial fan, 6 – sinkhole, 7 – collapsed pipe, 8 – reclaimed pipe. DEM from 2022 (Główny Urząd Geodezji i Kartografii. 2024. LiDAR. Access November 2024. https://www.geoportal.gov.pl/).
Development of the collapsed pipe at Site 2, A – in 2004. B – in 2024. red arrow – erosion furrow. 1 – forest edge, 1a – contemporary, 1b – former, 2 – direction of tillage, 3 – direction of surface runoff, 4 – ploughed erosion rills; 5 – colluvial fan, 6 – sinkhole, 7 – collapsed pipe, 8 – reclaimed pipe. DEM from 2022 (Główny Urząd Geodezji i Kartografii. 2024. LiDAR. Access November 2024. https://www.geoportal.gov.pl/).

Fig. 7.

The collapsed pipe at site 1: A – Luvisol and agricultural colluvia on the collapsed pipe wall. B – drainage channel with pipes and depositional cone at the outlet.
The collapsed pipe at site 1: A – Luvisol and agricultural colluvia on the collapsed pipe wall. B – drainage channel with pipes and depositional cone at the outlet.

Fig. 8.

The secondary collapsed pipe at Site 2: A – front loess wall with pipe, B – side wall with colluvial fill, C – drainage channel.
The secondary collapsed pipe at Site 2: A – front loess wall with pipe, B – side wall with colluvial fill, C – drainage channel.

Fig. 9.

Changes in the development conditions of the Site 3: A – state before 1980. B – present state. 1 – forest edge, 1a – contemporary, 1b – former, 2 – direction of tillage, 3 – direction of surface runoff, 4 – ploughed erosion rills; 5 – colluvial fan, 6 – sinkhole, 7 – collapsed pipe, 8 – reclaimed pipe. DEM from 2022 (Główny Urząd Geodezji i kartografii. 2024. LiDAR. Access November 2024. https://www.geoportal.gov.pl/)
Changes in the development conditions of the Site 3: A – state before 1980. B – present state. 1 – forest edge, 1a – contemporary, 1b – former, 2 – direction of tillage, 3 – direction of surface runoff, 4 – ploughed erosion rills; 5 – colluvial fan, 6 – sinkhole, 7 – collapsed pipe, 8 – reclaimed pipe. DEM from 2022 (Główny Urząd Geodezji i kartografii. 2024. LiDAR. Access November 2024. https://www.geoportal.gov.pl/)

Fig. 10.

Pipe filled up with sediments at the intermediate forest edge.
Pipe filled up with sediments at the intermediate forest edge.

Fig. 11.

Pattern of runoff along the recent forest edge on the agricultural terrace (A) and severe piping on the slope of the gully (B).
Pattern of runoff along the recent forest edge on the agricultural terrace (A) and severe piping on the slope of the gully (B).

Fig. 12.

Dynamic development of the single Site 3 collapsed pipe: A – 2012, B – 2013, C – 2015, D – 2022.
Dynamic development of the single Site 3 collapsed pipe: A – 2012, B – 2013, C – 2015, D – 2022.

Fig. 13.

Development phases of the Site 1 collapsed pipe: A – dissection of the young gully escarpment in axis of depression. B – development of the large collapsed pipe on the line of concentrated runoff after the change of cultivation direction. C – relocation of the forest edge and reclamation of the collapsed pipe. D – reactivation of the collapsed pipe under the chokeberry plantation. E – the beginning of the development of secondary collapsed pipes during the period of stabilization, F – Intensive development of secondary forms during periods of higher rainfall. Explanations: 1 – contour lines, 2 – parcel borders, 3 – forest edge, 3a – current, 3b – former, 4 – direction of cultivation, 5 – direction of surface runoff, 6 – increased infiltration, 7 – sinkhole, 8 – collapsed pipe, 9 – piping channel, 9a – subsurface, 9b – open, 10 – colluvial fan, 11-colluvial filling of the reclaimed collapsed pipe.
Development phases of the Site 1 collapsed pipe: A – dissection of the young gully escarpment in axis of depression. B – development of the large collapsed pipe on the line of concentrated runoff after the change of cultivation direction. C – relocation of the forest edge and reclamation of the collapsed pipe. D – reactivation of the collapsed pipe under the chokeberry plantation. E – the beginning of the development of secondary collapsed pipes during the period of stabilization, F – Intensive development of secondary forms during periods of higher rainfall. Explanations: 1 – contour lines, 2 – parcel borders, 3 – forest edge, 3a – current, 3b – former, 4 – direction of cultivation, 5 – direction of surface runoff, 6 – increased infiltration, 7 – sinkhole, 8 – collapsed pipe, 9 – piping channel, 9a – subsurface, 9b – open, 10 – colluvial fan, 11-colluvial filling of the reclaimed collapsed pipe.

Determinants of the development of collapsed pipes on the gully bank as a result of agricultural activity_

Natural conditions and processes Processes Anthropogenic conditions and processes
Moisture – high susceptibility of loess to erosion Large slopes and denivelations – gravitational force Snowmelts, downpours slope runoff Tillage perpendicular to the contour Cultivation of crops that do not cover soil sufficiently
Disintegration of aggregates Creeping Sheet and rill erosion Tillage erosion Splash, sheet and rill erosion
Effect – transport of soil material and accumulation in the form of an agricultural terrace at forest edge
Flattening of the slope – infiltration Threshold – increase in slope Concentration of runoff along the edge Ploughing up of small incisions Creation of a new forest edge
Piping, channel widening Increase in gravitational force Headcut erosion, pipes Vulnerability to erosion of agricultural colluvia Visual increase in the depth of the gully
The result – the development of a collapsed pipe with a drainage channel and a depositional cone
Soil slides on edges Blocking the outflow and silting up the bottom Collapsed pipe stabilization and infilling Cutting off the edge of the collapsed pipe and backfill Ploughing around the collapsed pipe
Effect – reclamation of the form – adaptation to agricultural use
Piping, headcut erosion Unblocking the drain, piping Infiltration, piping Reduction of inflow – development of secondary forms Accelerated collapsed pipe development
The result – reactivation of the collapsed pipe

Reactivation of selected collapsed pipes in the gully system of kolonia Celejów under the influence of runoff episodes from fruit plantations_

Collapsed pipe Role in local system Start Reasons for activity Volume in m3 (approximately)
Initiation Development 1999 2005, 2006 2009, 2013, 2015 2024
Site 1 Main form 1996, 1997 Longitudinal cultivation New planted chokeberry 270* (1940) 106 240
Secondary form 2006 As above New planted blackcurrant Concentrated runoff from blackcurrant plantation 24 (2013) 36 (2015) 95
Site 2 Main form 1996, 1997 Diagonal cultivation New planted blackcurrant plantation 85 186 ? 240
Secondary form 2006 Flow diversion As above 27 50 114
Site 3 Main form 1996, 1997 Longitudinal cultivation New planted blackcurrant Continuous blackcurrant seedlings plantation 45 ? ? 912
Sites 13 Differentiated 1996– 2006 New fruit plantation Shrub rows parallel to slope
Idioma:
Inglés
Calendario de la edición:
4 veces al año
Temas de la revista:
Geociencias, Geografía