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The characterization of the cow-calf, stocker and feedlot cattle industry water footprint to assess the impact of livestock water use sustainability

Published online by Cambridge University Press:  24 August 2020

H. M. Menendez III*
Affiliation:
Department of Animal Science, Texas A&M University, College Station, TX 77843-2471, USA
L. O. Tedeschi
Affiliation:
Department of Animal Science, Texas A&M University, College Station, TX 77843-2471, USA
*
Author for correspondence: H. M. Menendez III, E-mail: 7menendez.hector@gmail.com
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Abstract

Perception of freshwater use varies between nations and has led to concerns of how to evaluate water use for sustainable food production. The water footprint of beef cattle (WFB) is an important metric to determine current levels of freshwater use and to set sustainability goals. However, current WFB publications provide broad WF values with inconsistent units preventing direct comparison of WFB models. The water footprint assessment (WFA) methodologies use static physio-enviro-managerial equations, rather than dynamic, which limits their ability to estimate cattle water use. This study aimed to advance current WFA methods for WFB estimation by formulating the WFA into a system dynamics methodology to adequately characterize the major phases of the beef cattle industry and provide a tool to identify high-leverage solutions for complex water use systems. Texas is one of the largest cattle producing areas in the United States, a significant water user. This geolocation is an ideal template for WFB estimation in other regions due to its diverse geography, management-cultures, climate and natural resources. The Texas Beef Water Footprint model comprised seven submodels (cattle population, growth, nutrition, forage, WFB, supply chain and regional water use; 1432 state variables). Calibration of our model replicated initial WFB values from an independent study by Chapagain and Hoekstra in 2003 (CH2003). This CH2003 v. Texas production scenarios evaluated model parameters and assumptions and estimated a 41–66% WFB variability. The current model provides an insightful tool to improve complex, unsustainable and inefficient water use systems.

Information

Type
Modelling Animal Systems Research Paper
Copyright
Copyright © The Author(s), 2020. Published by Cambridge University Press
Figure 0

Fig. 1. (Colour online) Overview of Texas climate divisions (black lines) and major ecoregions (legend, EPA, 2019; NOAA, 2019a, b).

Figure 1

Fig. 2. (Colour online) Conceptual diagram of submodels within the TXWFB model. The cattle population provides a co-flow structure that drives the other submodels over time. Submodels with outputs are driven by subsequent growth-nutrition-forage and ET submodels. Arrows indicate major feedback (yellow and black double arrow) and feedforward (black and single arrow) relationships between submodels.

Figure 2

Fig. 3. (Colour online) Panel (a) shows a simplified cow population stock and flow structure (above). Rectangles represent stocks (accumulations) which use fixed delays that hold cattle for an explicit duration (e.g. suckling and breeding durations) where outflows are only active at the end of that duration via rates (arrow-cloud-hourglass). Panel (b) reflects the discrete changes of the mature cow population between the calved cows, bred cows and bred back cows stocks to account for specific production periods. Cows only remain in the weaned cows stock for 1 day and are therefore not visible in this image. The smoothed cow population is the average yearly number of mature cows.

Figure 3

Table 1. Primary model equations (EQ) for WF, supply chain and water scarcity submodels

Figure 4

Fig. 4. (Colour online) Panel (a) displays an example of the structure to aggregate multiple daily cattle water uses into a total daily water use for a single animal and the entire regional population for a specific cattle type (e.g. feedlot cattle). Panel (b) displays an example of the aggregated feedlot water uses (litres/day) for a single feedlot animal, three production groups of feedlot cattle.

Figure 5

Fig. 5. (Colour online) Panel (a) displays an example of the daily WF stock and flow structure. Rectangles represent stocks (accumulations), all of which use fixed delays that hold cattle for an explicit duration (e.g. suckling and breeding durations) where outflows are only active at the end of that duration via rates (arrow-cloud-hourglass). Panel (b) displays the daily WF of a single animal from calving through the feedlot phase.

Figure 6

Fig. 6. (Colour online) Panel (a) displays an example of the cattle production chain water use stock and flow structure. Rectangles represent stocks (accumulations), all of which use fixed delays that hold cattle for an explicit duration (e.g. suckling and breeding durations) where outflows are only active at the end of that duration via rates (arrow-cloud-hourglass). Panel (b) displays the water use of a single animal designated for meat production across the production supply chain [cow calf (black), weaned calf and stocker are both considered the stocker stage (blue and green), stocker (red)]. Panel (c) displays the WF of a calve designated for beef production with and without the associated water cost from conception to weaning across 17 production years (i.e. 17 production cycles).

Figure 7

Fig. 7. (Colour online) Panel (a) displays an example of the stock and flow diagram for regional and state water use. Rectangles represent stocks (accumulations) and the arrow-cloud-hourglass symbols represent the inflow and outflow rates from stocks. Panel (b) presents the quantities of the stocks and the regional cattle water consumption ratio over a 17-year simulation. The initial water for regional water for livestock was 3 billion m3.

Figure 8

Fig. 8. (Colour online) The WF estimates produced by the TXWFB using the CH2003 model parameters (single blue line) and sensitivity analysis of SWD (m3/t feed) parameters. The sensitivity analysis encompassed ranges for both grazing and industrial CH2003 SWD parameters. Metrics reported in litres of water/kg LW and are equivalent to m3/t.

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