Rainwater Harvesting: A Sustainable Water Management Option for Irrigation of Public Parks ^†

Abstract

Water is imperative for life and plays a vital role in sustaining multiple environmental services. Currently, water resources are under stress, and rainwater harvesting (RWH) is one of the solutions available to address water shortages. In this study, the potential of RWH for irrigation and recreational activities in a public park (i.e., Fatima Jinnah Park-Islamabad) is discussed. The soil conservation service-curve number (SCS-CN) method was used to estimate the runoff. Results revealed that annually 1.80 million cubic meters (MCM) runoff is generated at this park. If this runoff volume is accommodated and managed effectively, it can fulfill the requirements of irrigation and other water-related activities. Hence, the adoption of RWH technology is vital for managing water; therefore, this approach should be used to support any policy changes that lead to widespread use of RWH.

1. Introduction

Water, being the most valued resource on earth [1] is considered to be an integral development index of a society [2]. Unfortunately, ongoing depletion of this valuable resource has caused worldwide water scarcity. The major user of the water resources related to the production of vital food crops is agriculture, while inaccessibility to water is limiting agricultural production [3,4,5]. Similarly, the level of groundwater decreases as a result of increased groundwater exploitation for domestic and commercial irrigation purposes. Therefore, the judicious utilization of water resources is the need of the hour [6]. This can only be achieved by using available water supplies efficiently and adopting conservation practices. Therefore, rainwater harvesting (RWH) is an answer to water scarcity at all levels. The RWH technology is a relatively low-cost option [7], and highly decentralized which empowers individuals and communities to manage their water [8,9]. Mostly, recreational activities (i.e., fountains, etc.) and irrigation of public parks are carried out by pumping water from underground aquifers; because of this, groundwater reserves are being depleted rapidly. In this context, the RWH technique is the prominent adaptive strategy for managing water efficiently. The current study was designed to evaluate the importance of RWH system for irrigation and other water-related activities at public parks.

2. Materials and Methods

2.1. Study Area

To assess the potential of RWH, Fatima Jinnah Park (F9-Park) was chosen. This park is located in Islamabad Capital Territory (ICT), the location coordinates of the site are 33.702433°N, 73.023105°E (Figure 1).

2.2. Runoff Calculation

Runoff depth is used to assess the potential water supply during runoff. The soil conservation service-curve number (SCS-CN) method was used to estimate the runoff, which can be expressed as follows:

$$\mathrm{Q}=\frac{{\left(P-I_a\right)}^2}{\left(P-I_a\right)+S}$$

(1)

where Q is runoff depth (mm), P is precipitation (mm), I_a is an initial abstraction (mm), and S is potential maximum retention (mm). Whereas, according to [10] I_a = 0.2 S. Hence, the above equation (Equation (1)) can be re-write as follows:

$$\mathrm{Q}=\frac{{\left(P-0.2S\right)}^2}{\left(P+0.8S\right)}$$

(2)

Potential maximum retention (S) can be determined using the following relation:

$$S=\frac{25400}{CN}-254$$

(3)

CN varies from 0 to 100 and represents the runoff response to a given rain. High CNs indicate that a large proportion of the rainfall will become surface runoff [2]. The curve number was obtained (

Table 1. Runoff Calculation at Fatima Jinnah Park (F9-Park) ICT.

Month	Normal Rainfall *	Curve Number	Max. Potential Retention (S)	Runoff Depth (Q)		Catchment Area		Runoff Volume
	mm	-	mm	mm	m	ha	m2	m3
January	59.00	67.50	122.30	7.61	0.008	300	3,000,000	22,821
February	89.00	67.50	122.30	22.29	0.022	300	3,000,000	66,885
March	87.70	67.50	122.30	21.56	0.022	300	3,000,000	64,667
April	59.60	67.50	122.30	7.84	0.008	300	3,000,000	23,531
May	38.20	67.50	122.30	1.39	0.001	300	3,000,000	4164
June	78.20	67.50	122.30	16.41	0.016	300	3,000,000	49,218
July	368.60	67.50	122.30	253.91	0.254	300	3,000,000	761,729
August	334.70	67.50	122.30	222.52	0.223	300	3,000,000	667,568
September	123.30	67.50	122.30	44.18	0.044	300	3,000,000	132,535
October	32.70	67.50	122.30	0.52	0.001	300	3,000,000	1561
November	11.90	67.50	122.30	1.44	0.001	300	3,000,000	4312
December	40.40	67.50	122.30	1.84	0.002	300	3,000,000	5515
Total:	1323.30			601.50	0.602			1,804,505

* Normal monthly rainfall assessed from Pakistan Meteorological Department (PMD).

), after selecting a land-use type and a corresponding hydrologic soil group according to (USDA-SCS, 1985).

3. Results and Discussion

The total area of the park is around 300 hectares, with 526 m as the maximum elevation and 488 m as the minimum elevation (Figure 1). The summation of normal monthly rainfall of the study area is 1323.30 mm, while maximum rainfall amounted to 368.60 mm observed during the month of July (Table 1). Moreover, an average CN was chosen (i.e., 67.50) given by (USDA-SCS, 1985), and the maximum potential retention of the study area is calculated as 122.30 mm.

The maximum runoff generated during the monsoon period (i.e., July–September), while the annual runoff volume of the park is 1,804,505 m³. Moreover, the possible location for harvesting rainwater is shown in Figure 2. Many other studies from different regions also reported the importance of using RWH for municipal purposes i.e., park irrigation [11], commercial sites [12], and to reduce on ground water shortages [13,14].

4. Conclusions

RWH is the collection of rainwater during the rainy season in order to use it later when there is a shortage of water. The present study found that a significant volume of runoff can be harvested, stored, and reused for irrigation of parks. Hence, RWH is a holistic technique for enhancing water resources, and is indispensable in terms of groundwater sustainability and protecting the natural ecosystem.